SW8000245_Historical File_20200710

{ State of North Carolina
Department of En,%rironment
and Natural Resources
VVilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretan
Division of Water Quality
Mr. Wilson Ki, Owner
N R K Development
i''1 Bo:, 15238
Wilmington, NC 28408
Dear Mr. Ki:
OM.
MA
•
NCDFNR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 10, 2000
Subject: Permit No. SW8 000245
Deer Crossing
Low Density Subdivision Stormwater Permit
New Hanover County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Deer
Crossing on July 10, 2000. Staff review of the plans and specifications has determined that the project, as proposed,
will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 000245, dated July 10, 2000, for the construction of the project Deer Crossing.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supercede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt ofthis permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
=r:ntH thf� Office of A.dminic*�..,; `-TParings, P.G. Drawer 2744-7 'Ralei-lx,.N(7) 7 ;l i. "^4^. aT:,.le:;; su h
e tn=2 t _<<; peanut shall be fii.-al and binding.
If you have any questions, or need additional information concerning this matter, please contact either Noelle
Lutheran or me at [phone]. -
Rick Shiver
Water Quality Regional Supervisor
RSS/nml: S:\WQS\STORMWAT\PERMIT\000245.JUL
cc: Charles Cazier
Tony Roberts, New Hanover County Inspections
David Thomas, NCDOT- Division 3, District 3
Wilmington Regional Office
Central Files
Noelle Lutheran
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No.SW8 000245
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as amended, and
other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
N & K Development
Deer Crossing
New Hanover County
FOR THE
construction, operation and maintenance of a 3 0% low density subdivision in compliance with the provisions of 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules`) and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for Deer Crossing.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
I. DESIGN STA-NT.-..i2.DS
Each of the 119 lots is limited to a maximum of 2,650 square feet of built -upon area, as indicated in the
approved plans. CAMA regulations may reduce the allowable built -upon area for those lots within the AEC.
The entire project area is limited to 529,376 square feet of built -upon area.
"Dovl•.C;r[ i:? f's�': of rot ._LeS foI' file pI'ojeci must be maiyxt=ililerl It 30%, pG= i..^
requirements of SeUlon .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum
side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division.
The townhouse portion of this project proposes a curb outlet system. Each designated curb outlet swale
shown on the approved plan must be maintained at a minimum of 100, long with 5:1 (H:V) side slopes or
flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a non -erosive
manner, and maintain a dense vegetated cover.
2

State Stormwater Management Systems
Permit No.SW8 000245
II. SCHEDULE OF COMPLIANCE
1. Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be operational
for their intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other
vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to operate the permitted
stormwater management systems at optimum efficiency to include:
a. Insppections
b Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
4. Deed restrictions are incorporated into this permit by reference and must be recorded with the Office of the
Register of Deeds prior to the sale of any lot. Recorded deed restrictions must include, as a minimum, the
following statements related to stormwater management:
a. "The allowable built -upon area per lot is 2,650 square feet. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not include raised,
open wood decking, or the water surface of swimming pools."
b. "The covenants pertaining to stormwater reulations may not be changed or deleted without
concurrence of the Division of Water Quality.`
c.. "Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons."
d. "Lots within CAMA's Area of Environmental Concern may have the permitted built -upon area
reduced due to CAMA jurisdiction within the AEC."
e. .."L1.6t will maintain a 30' wide vegetated buffer between all impervious ari; ; and surface waters."
5. The permittee shall submit a copy of the recorded deed restrictions which indicates the approved built -upon
area per lot within 30 days of the date of recording.
6. The permittee shall submit all information requested by the Director or his representative within the time
f--me sp�-.cif ed In the-,,jTittcn inL-nxiation req dm. _
7. No piping shall be allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access to lots.
8. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon area limit is transferred
to the individual property owner.
9. Within 30 days of completion of the project, the permittee must certify in writing that the project's
stormwater controls, and impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must be noted on the
Certification.
3

State Stormwater Management Systems
Permit No.SW8 000245
10. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a
written time schedule to the Director for modiff�ying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director that the changes have been
made.
11. The following items will require a modification to the permit. Revised plans, specifications and calculations
must be permitted prior to beginning construction on the modification:
a. Any revision to the approved plans, regardless of size.
b... Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
12. The Director may determine that other revisions to the project should require a modification to the permit.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes
143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance, or termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina
General Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and approval by the Director. The
Director may require modification LET' reyocation. and rein,-uance of the permit to--bange thr,,_-,6 axP -a!)e•
k"Urourate.sacbod)e.� reqwrements�o;may" be..:eLeJsary. Aforrrialpermierequestmust boJubriittedto, :;ie
iivision of Water Quality accompanied by the appropnate fee, documentation from both parties involved,
and other supporting materials as may be appropriate. The approval of this request will be considered on
its merits, and may or may not be approved.
6. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations or ordinances which may be imposed 1 p*her goycr ment
sal. Ie :suit 'Cy
be sue))n
7. The permittee grants permission to DENR Staff to enter the property during business hours for the purposes
of inspecting the stormwater control system and it's components.
8. The permittee shall notify the Division of Water Quality of any mailing address changes within 30 days of
moving.
Permit issued this the 1 Oth day of July, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
--------------
�� Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000245

OR ICE USr ONLY
Date Received
Fee Paid
Permit Number
Z
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
N & K Development
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Wilson Ki, owner
3. Mailing Address for person listed in item 2 above:
P.O. Box 15238
City: Wilmington State: NC Zip: 28408
Telephone Number: 910-232-3730
4. Project Name (subdivision, facility, or establishment name —should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Deer Crossing
5. Location of Project (street address):
West side of Myrtle Grove Road at the intersection of Myrtle Grove and Middle Oaks Drive.
City:
6, Directions to project (from nearest major intersection):
County: New Hanover
Travel approx 8,5001f North on SR 1148 from the intersection of NC Hwy 132 & SR 1148.
Site is on the West side of SR 1148 lust south of Midway Mobile Home Park.
7. Latitude : N 340 07' 00" Longitude: W 770 52' 30" of project
8. Contact person who can answer questions about the project:
Name: Charles Cazier Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number and its issue date (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
roadside swales
2. Stormwater runoff from this project drains to the Ca a Fear River basin.
3. Total Project Area: 63.77 acres 4. Project Built Upon Area: 19.05 %.
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
e
Receiving Stream Name
Everetts Creek
Receiving Stream Class
SA
Drainage Basin Area
63.77
Existing Impervious * Area
-
Proposed Impervious * Area
12.15 ac
% Impervious* Area (total)
19.05%
.:::. .
On -site Buildings
334,750 sf
On -site Streets
19026 sf
On -site Parking
-
On -site Sidewalks
-
Other on -site
-
Off -site
-
Total:
E=529,376 sf
E_
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

How was the oil site impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly. a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number 5601 OOO Z ¢S as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 2, (P SU square feet ofmy lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, grave4 concrete, brick stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior
to construction.
S. All permitted nnofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SV U-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form CDC,
• One copy of the applicable Supplement Form(s) for each BMP G®C,
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tripp Engiineering P C
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Wilson Ki
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: N.L e��— Date: 1- 7- I. 10 J
Form SWU-101 Version 3.99 Page 4 of 4

TE 98144
Permit No. SW8 000245
(to be provided by DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC211 .1005 through .1007.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Deer Crossing
Contact Person: Charles Cazier Phone Number: (910 ) 763-5100
Number of Lots: 119 Allowable Built Upon Area Per Lot*: 2,650 sf/lot
* If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area — the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor — the appropriate percent built upon area divided by 100.
• RA Road Area — the total impervious surface occupied by roadways.
• OA Other Area — the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots — the total number of lots in the subdivision.
• BUA/Lot — the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DF)- RA- OA = BUA
No. Lots Lot
Calculation:
OA — Townhomes & sidewalks = 19,400 sf
RA = 194,262 sf
(2,777.821.2 x .25) — 194,626 — 19,400 = 4,037.22/Lot
119
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
01 a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
Id. Project conforms to low density requirements within the ORW AEC (if applicable).
[I5ANCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

Permit No. SW F3 ODDZ45
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement for each vegetated conveyance, a low density supplement, design calculations,
plans and specifications showing all stormwater conveyances and curb outlet details, and a signed and notarized
operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Deer Crossing
Contact Person: Tripp Engineering, P.C. (Charles Cazier) Phone Number: (910 ) 763-5100
Curb outlets to (circle one): Swale Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 211.1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
Ctx a. Curb outlets direct flow to a swale or vegetated area.
Cry- b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
Gcx c. Flow velocity is non -erosive for peak flow in item (b) above.
cw- d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
Grx_ e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
G_ f. Length of swale or vegetated area is > 100 feet.
CGS g. The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system.
C� h. Swales are located in recorded drainage easements.
({yr_ i. Grass type(s) specified on detail.
g-' j. Detail provided on plans.
Form SWU-105 August 1998 Pagel of 3

' I11. ° DESIGN INFORMATION
Complete the following table. If additional space is needed, the information should be provided in the same
format as Table 1 and attached to this form.
Table 1. Swale Design Information
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
V allow
(fps)
V actual
(fps)
Flow
Depth (ft)
1
0.54
0.23
0.31
0.55
1.87
4.5
1.68
0.47
2
0.60
0.25
0.36
0.55
2.08
4.5
2.89
0.38
3
0.68
0.29
0.39
0.55
2.36
4.5
3.53
0.37
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Form SWU-105 August 1998 Page 2 of 3

IIV. ' CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be re -vegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales may not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name: Wilson Ki
Address: P.O. Box 15238 Wilmington, NC 28403
Phone: [phone]
Title: Owner -.I-
Signature: i,.J• I y- '�
Date: Z v O —
1, [40Vk;CeA Vu t Jk 66 k1 , a Notary Public for the State of 0Qr-�� O l I�lct
County of tJ e-i) A/ , do hereby certify that 1,U'l KOV\ k&
personally appeared before me this (p day of _,T_u.(L� , 14 ZOW , and acknowledge the
due execution of the forgoing infiltration system maintenance requir.%gang; Witness my hand and official seal,
�n
7 a• SE_ TgRr
My commission expires j
'P0800
Form SWU-105 August 1998 Page 3 of 3

7110/00 DEER CROSSING 98144
CDC Swale Calculations
Swale Calculations
Runoff C = 0.56
Intensity lla = 6.3 in/hr
5 :1 swales
RH = [(5)(D) / 2(sgrt(25+1)] v
0.49D 1 L— D
A = (5D)(D) 5
= 5DZ
Q = (149/n)(5D2)(0.49d)2'3(.S)'r2 5D
Dw _ [(Q)(n/1.49)] / L(5)(.4,)23(S)'r2]
Swale NO.1 Swale NO. 2
Drainage Area =
0.54 acres
Q = CIA
=
1.87 cfs
swale length =
100 ft.
difference in height =
0.8 ft.
Slope (S) =
0.0080
n =
0.03
D8 = 0.14
D = 0.47 ft.
Vel. = 1.68 fps
Swale NO.3
Drainage Area =
0.68 acres
Q = CIA
=
2.36 cfs
swale length =
100 ft.
difference in height =
5 ft,
Slope (S) =
0.0500
n =
0.03
D&3 = 0.07
D = 0.37 ft,
Vel. = 3.53 fps
Drainage Area =
0.60 acres
Q = CIA
=
2.08 cfs
Swale length =
100 ft.
difference in height =
3.2 ft.
Slope (S) = 0.0320
n =
0.03
Da = 0.08
D = 0.38 ft.
Vel. = 2.89 fps
Olc� r� ��, =moo-
S�
�''�,.EttG��••o� •'
L I P GQ`��•``��•
swales5.xls 1 of 1

TRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
June 28, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Noelle Lutheran
Re: Deer Crossing
SW8 000245
TE 98144
Dear Noelle:
In response to your correspondence dated March 13, 2000, we offer the following:
1. No permits have been obtained at this time for the filling of the wetlands. Our
client has a wetland consultant working with the Corps for all necessary
permits. We do realize the wetlands shown within the proposed development
are substantial, but included are 22.9 acres of land for conservation area to
never be developed. We request that the wetlands not be deducted from the
total area when calculating density.
2. Yes, the area is adjacent to Myrtle Grove Road. The townhome area has been
shown on a separate sheet at a larger scale. Dimensioning has been provided.
3. Details have been provided.
4. The supplement has been modified.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
aa a. 6��-
Charles D. Cazier, E.I.
CDC:dcb
Enc.
RECEINIED
1UkiJ 71 2001
DWG?
PROD #

5/1996 04:37 9107635631 TRIPP ENGINEERING PAGE 81
u4.
Lf,
TFUPP ENGINEERING, P.C.
419 Chestnut Street Wilmington, North Carolina 284)1
910/763-5100 =az 910/763-5631
LETTER OF TRANSMITTAL
Job No�Q7G`T�
To- 1 Oate: • L"1 •G� `'
Attention: UrQh LiEK:�, Subject: Owe
/FAX TRANSMI7AL: NUMBER OF PAGES INCLUDES CGVER
I am sending you: () ATTACHED ) UNDER SEPERATE COVER
( ) Prints ( ) Tracings ) Copy of letter ( ) Specifications ( ) Other
These are transmitted as checked below:
(6KFor Approval ( ) For Your Use ( ) Sign do Return ( ) Review
Remarks: r 1� V94CXI _,Xxl luaL SO—K] Ut4171LL
45 • I • DD yzip� � 2e2.J ff fbj
cc:
Signed:

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
March 13, 2000
Mr. Wilson Ki, Owner
N & K Development
PO Box 15238
Wilmington, NC 28408
Iva
NCDER�R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000245
Deer Crossing Subdivision
New Hanover County
Dear Mr. Ki:
The Wilmington Regional Office received a Stormwater Management Permit Application for Deer
Crossing Subdivision on February 28, 2000. 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 provide your letter of authorization to fill the wetlands. The amount of wetland is
substantial, and will affect the site area available on which the density calculation is based.
For low density project, large expanses of wetlands are generally excluded from the site area.
Please provide a calculation of the amount of wetlands currently on site.
2. Please clearly identify the townhome area, and provide a typical dimensioned building
footprint. The location of the townhome area and the creation of a potential pocket of high
density may require an infiltration system. Is the townhome/apartment development adjacent
Myrtle Grove Road included in this project? It's hard to tell. Is this the townhome area
alluded to in the narrative?
3. Please provide road and cul-de-sac details.
4. The supplement indicates that the 119 lots will be limited to 4,037 square feet per lot, but the
narrative has 2,650. Which is correct? If 2,650 is correct, please place this number on page 1
of the supplement, in the blank labeled "Allowable Built -Upon Area per Lot".
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Ki
March 13, 2000
Stormwater Project No. SW8 000245
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 April 13, 2000, 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 or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
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].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF010002345MAR
cc: Linda Lewis
Charles Cazier
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

TE 98144
Permit No.
a
(to be provided by DWJ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC2H .1005 through .1007.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Deer Crossing
Contact Person: Charles Cazier Phone Number: 910 763-5100
Number of Lots: 119 Allowable Built Upon Area Per Lot*: 4,037 sf/lot
* If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
H. BUELT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area — the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor — the appropriate percent built upon area divided by 100.
• RA Road Area — the total impervious surface occupied by roadways.
• OA Other Area — the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots — the total number of lots in the subdivision.
• BUA/Lot — the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

JUL I G Z000
TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
LETTER OF TRANSMITTAL
Sob JEWAAA
To Date: "7• ID .Co
Attention: Subject: (AP1Si-,
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
Copies Item No Description
'[ C-1 A
These are transmitted as checked below:
( v)--�or Approval ( -I'For Your Use
Remarks:
cc:
) Sign & Return ( view

TRIPP ENGINEERING, P.C. I
419 Chestnut Street
Wilmington, North Carolina 28401 L-8y.
Phone: [phone] • FAX: [phone]
July 6, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Noelle Lutheran
Re: Deer Crossing
SW8 000245
TE 98144
Dear Noelle:
Jib ,.
L 0 6 �Uuu
RECEIVED
JUL 0 6 2000
BY:'�
Enclosed please find a curb outlet supplement form as requested on July 6, 2000.
Please review for approval and contact us with any questions or comments. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC:dcb
Enc.

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] - FAX: [phone]
FE
8 2 8 2000
February 25, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Deer Crossing
New Hanover County, NC
TE 98144
Dear Linda:
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) low density supplement, and one
check for the application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
a" n. 6Y4-;4
Charles D. Cazier, E.I.
CDC:dcb
Enc.

I
t
kliokbry
(mot, d
421
o d!0 Oaks 1.
C'>
I C)ountr o
'� i3ol�len R
00a
w Grove �� �Qtolanct�
t' Raad
Sand Bar, Lane -
CD Heathdiff
Rdad
YViI tea
00 nria lane
X ;
IM e
,
r
Tv
26 xe b
• Me
y t
I I
• 27.2
s
Midway Mobile
Home Perk '�'a co 0.
b/ �T \oj
C� ti 3
,.-
r
/ TS . r
4E-4
2» x --� f ,,� T Nv1Lv ,
qs�
x c M-
�' "Ot
/ 27.7
x_
%-
r
r'
� s.000"
129.3
� gyp• �^• h �y�^�^ ' fy y °reetao d ..• ,,"LE\ - �:��<�C�•i''l�`Fi:.�r
�3 N ,� - r, ;` . --- _.... ,.; r --� ' Q (SQL: SHEET CS)
ma�Mf+fr�� 4..F
I
as
• 26.
r
1
1
ae.s
• ° 2 3
r�
° 24,e I • kd;7 • 28.2 • 2Yl..#b
l+ 2A.4 I
• 28.1 % 25,E 2&,1
24.e
ftp
�e-
r
�.•r 1 1 *AM *000 QMW r. .,M .e~N
25
`y 4,a2A e •�i
` • 24.3 r 2W J. 1 S T1tALE r
,.. .. .........: . 2A t ' 24.e
.. . 24.E { • VLO 1 V 1 yrtl
4
z
0W• p
01 tee �- --
.71
r
14
16 ,
.
12 151. 19 n
!„�
-t
�x4
. 28.2 .` ' » 1 f �. .. a 1b �S
V-4
lf,7 � � 1
✓4�FF 2 22 ; FF 24Yfl _. 19. p
• ..8. llpRd•
2 `"".• • a�.e
F 3,w
•, �' r•'
4 Oa <23,
•
,, � •i •, ter! , , J ,. F ., ' < � ,�
nD.I. Na-32L a ny.. !• ,may . / y��%. •i�w 1pai/
�:...y .. R1 5
'• .''� �� ,.' i j ! 20 f j •r7" •'a' :4, , { N` E;'' `'• IN Y. sip«V... t: (e�•,jo
�.. ,�� � + `�a �) .S+`•.Y. • 21,1 J r i Y .f fr ?�, •,, •, .rJ� .t. .1 .�.•� ."j�.'f y a'i, �•!, Y ., 4. �L
� •�,"., '` ..f�••:27;D.--- ,,, .. .,.- ._ "+�• :i ��• � � r` � �h','.1. 't"�d• i 1 �' �f\ y •. 1 y" S ,/'' �„Y
27,e •i.'`1 j 7 IM, ! wo
j f" Q, ^• y ^r
Oak
•,�` ,,. �� r .,..•• ,H.,,, ,i",h' y • �'s " i ,t � ! � �, � F. .,,,X^ � `d'j�� %� 1 �p� t .4.Vr r'� - ..a,._. ,.» �' � • f"'9
t•lp
i.' „i ° r •:;1"•.a•' V / t •^'" • td•,21,// INV. 1.2• H... 1•'w•{
fCPS le
h dam,•.',IfAi'^r .. 4'.'.� r' v' �1'r •; °• Q Ci Fi "�4�f tt f
40
t f 24 - _^ �•. "`""""• % +� �[ C (�
•'+ • l 1� Oak
°17.5
M. owl
d
a '
a
ll �..',,t'�, �:� ,, •�.:...•.:.'r �. s • '-
,
�, e. , ., r � :. .. , •. ,.,..•.�3 a 8.4
1_A 25.5 r:.
j011-
M
RIM 4•�i exit, l teak �• ,: .e ° 13,!S
INV. 1'v•5 be rear ed s .,; •Ai
t .. z7 a ,. :: � .,� �'� '�,
'. 4
r
yam+• .. � . �. `
•S. "fi i'" ....••,>. .•4.� k . ,.�" '".•, ' i r` _-. ter` .._... i-i�
2
t,
•
V
**,• f,, 23 9 a
t J t ,"
p
1 r
AM
12.4
woo
C�k7k l; �, 2 � i" YPPROVED
o , i ,r Pqr f- /> a
a �? /p :i
)28A�� qk . tos '°°,. C Ct o
25 /� 0
Ma nc+! �� - �, • ✓'�..,. %' VItitiT t*•."1
,
J�, F4
..:. � 28,4 '"� 2�,h : p gg
.,. ° 2t;.�F '`^ % '.. /. ' ` +rR 0 • .m,re••.Ar _,�,y.,• 1,�,,. .1 ='A 'dt $
, ,-
r fi
,
OPI
«, .. -
° ?,. _ �.IIALM
% f GQ FF 18.5 F .► __ . 6 DIVISION
\ I A }
. _ - ��- F•C} FF 1 J FF 18.f,r•, .
,, -- .10
777
....-.., .,.-.... w. wp. r ... n
, ` ,
f
�•. L
19e2 . .r' / t
I f off ( • ,...�. l \ � o 10.9
. ... ,., .,,..... �.�Y 1.. .:•,.,�, :Y' ,;., � „ 9i �� 6:� I S� 1'>t � � ,.1..+.7Y� �� , f � Ma,na�ae�M ,.'..,�. r +. ::• ,::.. �' � r. \.:i '"''. ,/.
x 1 C x 1'd ECG �J
�- A ee Sit � ck- a ,-
• _ ,
` .•..... .:.,., - �r .:_. ... " yr' t l' I � ,/� � t' � ,. •, etlRi.. M9101 S 3' „'
✓. / , ,
ifd ffWAM RR!ae fl^M ,•'. Mrs , MMFM ARaM'A . + / ! Ili
:• r' ,
S 2 pppppp 2
7. �,_.. 9 ( { i t -� TOR aiiirr
;.a 26 56 ,�6 �'V �.._. ...'--'' .,•:• ,.,. '�..._.�` 1 _.�.._�... ...:.. EXISTING CONTOUR
6 �
9
� ,� EXISTING SPOT ELEVATION � \
.. ,..-., ...... .:. ..... Yw. waw-+....+x..r,.+...•�..•w^'w.....,.-..w...,.,......-.,,.+.,..... , ! .�\ t ° s •asp /
a..,.,.....�•...�-.wY,....•.�.,+,e,.•g4,�,� j•, M.............*b.........w.+....,...,.........»,..,.«-...-�..w»«••,.-.»+^..,•�6+•.§f•R.r.�.^^,«„ w. .,,, .v......d,.-d»„�,.f..., � ,,. �..•w. ,...�...«.e,.,.,'. �'.n,,....+»�..,+w...�.,.....•.«+ ^�
.,a........«,......».`.ro,-Y...,.°•.�/y�n� � � :..�.•.�'»,*^:.�.w...».,.....,.,w«,g�.q...«.........�.,.....s...,s.,.ww„...,.,......w............... +�.,. je '� � .. ♦ •{,.t",
t I f PROPOSED ">POT ELEVATION
° 11.9 t 1 F.; DPOP INLET w INLET PROTECTION � ~� ' � � A �
r� Roc d(60p Public R 1W)
1 1 i I . ,... S°C'IM+!A,TE.R RUNOFF DIRECTION �, :• a��4
..._�..� � .. �. �. _�..•... ! CONCRETE AREA �s' "• .• �
LINTS OF DISTURBANCE �(2RE `F- \,\,
l ��l l,lr� '1..8 1d11ttt
ff w,Y �• Mow ami., , .• .. .•
nae+ a mm owft *map
.r•a�o .n .r . u . > �x &m twmda sr
P : DATE 06-28-00
REIV _ DESIGN'GT
TST No.11 J
DRAWN
TYPICrAL TOWN HOME JUN 2 8 2000
BOOM ygy�pgyp
b's tt a D •v
. -
# g 2 6A SHEET ,2 OF
14498A

I . I I \ \ RIM iq 0 / /
.� I . 2" SS PLUG ---,, 'INV. '4,.J% --Nb-.
. 1 , , \ � �
I
I � . I � _�", Ip I . 8
,� I I & U T ISSMH No., 1 0 Do
11. I �**olry �
t n R . tt
� I
" . RIM 15.r-'
i 13, n I . **ONTINUATION ,,I
I I � . � � C
- . I -T C1
.
iiiii ... le. 1, � b I / /
I . ,(- I " INV. 3.59 .
i 1�1, I I Site o1i I N 8 3 *1 0'2 4" E ,-' 71-27"'2" � I /`:31EE SHEE I �
, 11 I I _____ ----\ -i�;�-�� ", 'S � 0'06'35" E --'
I ���,�, k
I I � "I . I 1 '77 7 ",,,,,,, 13
!�� 421 1 f � k �/ , _______�Z'
,. p /0 ).B2 � ,----
.�
.1
� : 1, e .� I . . i5l " S -
, 1 88.52" 3T20'23" E SSMH No. 1 P
'13 I 00 S I. I I I I -
� 1"! I � � SSMH No. 1'S � I 1,1� , -------
,
-
-.I,--
, I I . . I 1 Ci5_ 1 , 1, ,,,�,� a� RIM 8.0 -
0 Coun . i " �1�1 X _�,
� Ir 00-40 �. � 1___" 35.01
� I 0 RIM 25.0
11,
, " __ 2��r_p-,-,:��; � Ap .
" .��� .,./.O-, INV. 4.67 ­- __ I I I / I INV. 3.38
�,,� 0 1 �
-
� �,,, . I `Y_�Pxoc e 0 � I ,-,���, __� 11 , � I � -
� g� � :3 1 . � I I N 68*40�5Z" �- 1\ __� / 8" INV. IN 5.80
i ,�!,; � � ' _.Fw,�, , I-INV. 4.60 "-" S
� 0 ,---.-----_ 9_ , 11, . I .
,
� li .00'=-����Cd � 6 ., 9 , \ N \ ;IQ-.-\
1�41 � I I . 1� - , \ \ \ I 11 / .1, 'k.�, . I I '.1,
,
I "?_tp /, "
: \ � . t
� 1,�� . ,/�� , \ \ 0 %k -
-
! �"','�,� . Grove I OtClOnda SESMH No. 1T ;-?, . \ \_,,� __1 - , , 5�.� 0, \ � 5'�7 .
, . ( N 13 "50 "
j �,�� I f? Zd� I I \ \ < .7�\ _\ - i
J,� � � RIM 25.0 , e,ell;_� I \ _111\ (D 0,- \ �\ "
� ,,�',�F� / . I I . --___� xy I \,'� A ,�-� \ � ,�> �, _-TST No. 1 0 1
" I n/f I - Q
; ` ft ______ - I I INV. 5.00 � ,�.Z) -� �
I , D
I'll'', I I t I I I , ��, ��r4 I \ 11 C?1_ �\ C', ­D.I. No.3 I
� 3>1 Open ' ' �, I
I �,", I � /';'01"' 20, LF �\, /
i "I OF 15"' li� 'S�,
! �z',"i Sand Petri e Marvin H. & i I 00 11 I I e I ,�� " OV: , \ RIM 1 5.0
, �'.i co Heathdiff .... ; . . . OX/ LEVEL. SPREADER "5' \ C, � . 11 , I
I �,�,_
<0 . Carolyn Con(�,,jleton � 11 . ,� 11-3 11 ,_)pace t . �, ���,
� t� � , SSMH No. 1AA 0-11, (SEE SHEEET C5) -, b I � 641, 1 1 INV. 1:2.5
� ;',,i, d I 1, I � � � 1 Z),
0 Roa i I 1-1 -
� ;,,�, � (N 11 N I � ___­ i *0 I
� i M.B. 25/1,2)7 4 RIM 18.5 I ,.-" ,-, _.�___ i i� . . " I 1 8" F.E.S.
:7 1 1 1 ; �__ ! � I � "'J
� �, ,/ ,- ,- .11, I I
I : I I .
i 1 . I . I ',,"� 1, I INV. 12.0 1
1 1 , 11
'I I I NV. 9.1 9 - '// � / "', \ I I -_� .
�
t , ( I I < ; -) I � (�­ "I � .
� I � (Tract 'A') I " / 1 '� � It., '. "I ) , I , I / I
� I
, �'�'�' I . I � / �, TST 40,9 ,�, Wj 5'X'I 0'X
� � , .1�/
15� � 7n SSMH No. 9A �_"K_ X �� �' _A6 , I
(�) / / 11\ I I j ( ;� ,� I
1; .1 " I
" nr e.-Lo-rie I i \ \ --- �� I - 1�-Z � 1, I . I
,
,4.1, 1 rs ___ q �' � , -
I
It, I ft� ___ � " RIN 15.5 / /' � \ \ �,,___011 - I : 'ul 1 8" E.D. .
'F,!t . I I \ . ____----�
I/ / -'\ \ 1 143 J , ,�� ,,�r ,�
! �'j I I 1\ � \ \ I I \ :", '� , 't, I
., 6, , \ �
: I SSMH No. 1 Z INV. 1 0.0 ____-::�;_�/ � I \ ,� 4-f --- I � -
�!�,,� W-t- E TST No. 7 � SSMH No. 1z-6------.-,___-. I /-TST No.6 I ,,^Y , -,.---- �, N \\ �\ \-- I I, , Sm BLOWOFT
"I'll" � -I-, � \ \ -T42 -.1 I � 0 NSSENIBILY
� i'i I ,/ � ., \,� t, A , � I �,,---_�l
1 ,
,
.
- 0 . : RIM 19.0 1"� RIM 17.5 / _� �,�____ ", \ - , I
3�'! � I ONCE STABILIZED ""'-ft... --- I 't 41 -.! I I I �
I 0. � S / , ---..., INV. 8.42 /,� /I t � ... \ _,_�,z I
I � # INV. "---.,. �/ ", - I I
-
";��,?5 ­t! I` - - --,.__---TST No. 1 1 .
.;�, . " I
. _��
t.
11 . 1 0 21 - SSMH No. 1 AC I Z - --�-__-( - ­,_ ,t ��__.7-_-
­ I I CONSTRUCT 10000�... __ - -, LIMITS OF DISTURBANCE �u 4, 11, 1, _�Vo __j i 111,11 ---.-b-- " -
"I't . - X RtM_ -1 9.5 _S' _3 M H No. 1 AB **�.,__ z- . -- -_ -(LOTS TO BE SERVED -PHASE 1) I., ,j " \\ SS?V1, No. .,V D " " > \1) , . ��__
-1i I N. . 7 Xx --. , — _� - - --- FIRE HYDRANT
1 a � I- .
wwsww� MIM 1 0. ,$k -_ `4 D , - ASSEMBLY
A I 1PERMENANT RIM 19.75 i STONE / , ' _�
i vg, � � REBAR ' INV. _f_0__.0 I z", �R 8" GATE 'VALVE / n/f "I ,-N---\ -, : 14 .e--N I
' 11 " �-'
,� .1 �
ig, i STORAGE DAM V. 9. 78 ., �9B.6 i, ';,�t�ltvll ­ 10 - GATE VALVE' TTST N 5 - 1�p *1 3.2 3' --.- 11) �� , j . 1 1-8, , D ' 11
,4,3. / ll� I , (1) 2 �, ��,) �� E 145
� , I , �� ,....­ t Douglas N. & C> �, 1 , -
�
I *! "/<) I I'll, 11 ,� ,�,� N ,� 11 ,,,, I,- /r (a , ,I- I \ \ 79 1*_� I
I I I
1. t ­11,­P, I � I \ ; I � � , 146
� . __1 I I �� � \�-,
. — REgAiR, �4, ) I \ \ \ � ift . r,
I" (No Scale) , <, " ;;�, I /' 'S 47-20, 1 . ,.� I I �1,
t "I 1',­.'�7'1�, ftftft - ., � \N N 13*08',57" E 1,37 4, 11 D:f 11- 11
- I . 14, 1�_2 , 7kr I :,�,! __1
I � _1% . \ , 1,
i '' t <jR > � '!V,4,j�,,,,,, INV. 7.67 t " , 'I 3: 1 1
.�, Vidnity Map , .1 .."91ftf, \
1 0A ( I - /�/ i
� (SEE SHEET C5) ,P //*' 1
6, 0 �,,­ -\ �.,� �; 59 . I SSMH No.1Y \ I I
! , 000000 _�
,
0 � � 261 02P ,� '7'3 : /Sharon F. Haggett RIM 19.5 SSMH No. 1 X ""' - � ,;,�� \ SSMH No. 1 U /X
I //% \ , "I't 24" RCP r D.B. "'734-0050 r 22 RlIV1' t9-8 1 "d> INV. 5.85 --- \ \ ' � rl'' ,., �
� 7 I,, �, , I � '_ j 11 �,
� � I � 7",77 - 1�� : _> 7 1 INV. 7.06' ., SSMH No. 913 L "----' SMH No. 1N 4
1 .1 1� Pl- �, \.,,;,-.,,EASTMEN '_ '' \ .. � . I 1.11 ­­­ _� I 11 I - 11 1-1- ... t I 1, 11 I 11, I I �/ I � 1, \ \ \\ 11. _%�_ ,8 1.11 I ,
I � ;;;i;;;� " -1 t., I r I I I 11 Ir .. 1, I - I .", " I 17 � \ � __- 0 - I
� � I 1, �, I -, " 9 I
I 11 , I � 1, . . --�, �_ I / <
f I . I ,� I 11.1.1 ., I �/ - ? .1 I 0 1 11 ;I � -.---- \ .0 r I " - .:z E INV. 3.19
It'll, ; I I : 11, 4 ­4;:� 1 11") I " - I �; 2. 3 , , " , , , , , SS �H, Iq " 1� INV. 13,25 . I
,<� , 1 7 , c) 11 � �
'
� . - Z111- 11% l!"'t, t�, I "I I � , //1 � , - ­ ", -4 - 1 "IM- 20.0 � � I n/f � ,� � �j L � � 1, I I /,i� D I
�0_ I I � IV \ ____1T____­ I I , '6 , " I i I , � "
�, t- I I
� , - 11 ot _� I I � . 1 85.3 "* I
�� ��, � f 9,� '/' 13 :,�N, el 1 -, 1_1 �� - 1c13 -) � I , 13 14
i t I * * 00 '5 - / - - I I_ - 11'' ,., ., RIM 18.35 \ , \\ V_ - ­ ----,i , I If 35 1 . 0 RIM 8.50
W_ 11-1 .4 , __ \_ � ( \
,
" ,
\_ � 91 N\,f � �, , ____ : 1. .1b. / I ' ,--_�, . .. t i R 1'11.--,� \ . � � , 77i, - 0
,,�, I :;� - / "_� � :" I I , I , I � ""G " - ---I 0 , " �: ".A I _,:�'; 11 ,&Ikl , - ,'4 ",
I
I IL - - . I . I I I I— 1 �- ­ . '�- 6. 3,10 lr­�11 :1 11,� - --I 1,)i �F::,- 11 - I [;,� ,7.�r a-
---) I I 11 I I 11 � ­. 11 \
I . _ , -_ - -- --­, , -, J , P4 1
, , � Ix. I - . I _,�, -%.p � / "I 1, I 1� � - '0 t, ,�, 1'2"I IINV Vertel 13. Garner ., I � I
- ( ­7-:-� -
r_., \. I , _;P__--0-0 - 11 �_-�--__ �___ T-0a -
� It.1- - 1 I , ,,. 7.qO ��,, ­551 _LL ­ ; t ­70�_ Zl!�_
;, III �, � -1 zzw__ — 11 'I - !��'I�-.,N I" I .11;;�, 7 �() . - � Elp 48" RCP ��, I ,�, I �
I I
� . h/f _1'_41 + 1k , I,— . \ 1, '6 V,
"2t_;.?�� zz: W� -,
�, I , � ___� _2_�, Z41% _�_ 1 'I / , ',/��- ;�4 " � '"
I ** T9f '4'No.1 2-�__ X , '�_ ____ ­ - ,­- 4.4
MaN ' H. & 0 __,�_ \ ;;�� _., --------Iz I ____ &11
r�,4�-, � EIP 0 + + 140 14, IV V) -1 ;w� . , ; / )/10" I � ! INV D.B. (306 � r, ";
f��, _/ . 111T__ ­ I 11 -- , I � . 'i 11 _� .; , , �: 'k, ---D.I. No.2 ­4 ii,
I I- \ , I ( ­11111 1, , , " , 1', �
, %.; I I P Jt i � - ­2� �, ­11, '' , �, 1, . I _:_� jI r, : -, , ""j, ,,k � 1',-z C " -
, � 4V * + + 14 _j ""i � � A?�p �!!t� �/ _N_�_ --- I I'll , �� "/", I __---------__!r3_ "a"Me" 16 U E
.1 I � + I)/ + * + ,4, 1 rj - .0 � 1___1114� � ­ � ,� �, , '. � _�__­­l I \ . o ::- f, �,�,��i:_�,!,, RIM 18.0
, Carolyn Congleton -t X 1) 2 79 !­20"() �r> - - , - �S^-Z--_ �­� 1 v ,�`,,A. * 4�' I., ­1 ,�p- ,S%*., ,�4- - ��", "� " ': I __3 � � __X I ,� " -0. �
'I'll, .W 6 !9 1 lile / ­ ,��� � [ I ,� , !� \ r-, 1 , z g 1
14� ,� ,> I I � ,1 . 1. I I , ..-- 1 1. I
I lw,o,. --- "I I . I ,>>'I \ 11 k� - 119a, U,� I NV. 1 5.5
�� �, - '. r. ,, - � 1 'r" I'', � N, I I " �� I ,.- .----- _t . �0 �, , I
. . I . \ \ �
I .11 ­--_`--�O. I � 4 __,.., " r'. '. ­ � �1 i , - , , �. "
'4" 2 11� . �, , .1', "' , 3 , 11 � � "I vll� . t i ___ I \\ L___ I "I
1 I \11 + 1k *4 ASSEMB0 I 11 - ;_� I 11 I . 2 1 � _71%��__ \` Midway MobilE! L "__� _q
I ON ___1 ,,� -_ - r
"i", (Tra ci '13C') 1k + * 41 * + � 1 06'­ ­,", I .71 �11 , �. _________.jjL1, - � %I.,; " I
)",J��, � A 4/ I � .�> \ I d, 41 __,� r 1 4
,
i F, � 107\ ' ' , ;,- 1%, ,74's, \ , , U.) Horne Park � __ __y1_ 1� N�L 1�� \ ti , 1 8 "' F. E * S. I
W 0 1 `05 ''.,�. \-, , � I __'_ 1� I �� �6 11 : i �
i 'T, 1. I I \L1 * * * + * * W ,, " . __� ",� . I ,�� , - 1-N - f- -1 I ----I '1< 5 INV. 1 5.2 P_� �
" , ", ­4_7 1 \' 11-1 I 1. I ____ \ \ 0
-
4i I I . W I -.1 , , � Z . __��:� �5 1 , 1 -1 .", % I . 1­4 - -i rn \ '­ I � , I
I 1 � ASSEMD ��--,�-��,,,'Clr— -6-,7- r I �/ � I
i� . 1k 1�1 %k + + * 1k * 1 2 ' RCP ' �, 23 --------- ''. ) 0a � . -.011;', 6 U� - ( 31% ;"" , -"" r, ,,, 7 :;, i ___.j r-- T 1 �� 171> 111-4 I
____ , " " "" I I L,----
"I I I i �, .1 __�. U.; I ,V " "I" .. .11 - ­1 4 _., I \ \ k I .. I W/5'x 1 Tx
I I / W I � _� -, _" Q _ � I I it 11128 1 8 "' E. 1).
"'
* � " (i ) ", "'�, !�,_ - - - I
I _� I .--.J:��­_. �*
` 4 � --- � -
I �, t # _j _X I I �, _�
I t i # `,_ I'll - 1 e " . — - , " _", , , - - - %---- co I I � /&
, -
; E I 1 ��� "�, #__ 1 9 �� *�ft_ , - - �_ ,­ .,r—, I n �J;u__ *1_10 �,��'- ,,, "I ,. � _" — ­,._ . It �--1 -A \ \ - � , 1, 1-:) I
1 0 19 /�, ­11t, .
,
,"i�', , 14, � / ' I � - � - . - __ �, " ,.- _' -7 1 t ' �` � ___4 I Z
1-1, X1 0'X1 0 . D. 1 U15 , ,,
" � I IV �v ._� SSVH No. 2G ' -0 �, _--� (;, .4, 7 V t F-4
I 1k � __y_�__=_L_ 4-:5 � ", 1­,� 'A j 'I �5. `­ . ­Z_ --,j \ \ I I I I . it, . 'r
I ,_�� i , , I il, `�, - , \ \ � � 1� ; I ,
� ­ .' , , _____ -I*"- k \\ - I 1J, ,
, - - ., 6 I \ 1__11� � -,---__j - 1119
11� I . 'I- , ., 0� � , 1. I *,.,*�'�Aq,�, , " /.� - , , '20 � k t') �
11:� I 1� I— I � _V� __7_�_7� , 1-1 � L I . I ,
111'111�' 104r ­1 j,,Cj" - _' ' s� \ --------I
��,; 141, RIM 19.5 2F , .. �_ ­*O, ,',,.- �
X11 14, + 41 + + 41 14 14, + I 10.1 , , " , -;,-t��__- " _� Z_ I , � - I �- -1 \ \ r . I - "I I .
! I "� I ____1 — I .1 . %,- --/ , *-, _,� < `�*� �,,.,� t 41 , -1 I _ \ \ ___ \ I % I; I I .r � 1, . 0 , I
i 21 C.) 9.010 -.1 __ *ft --
11 I 0 1k 1k * 1�1 * * * * * * Uj %41 SP INV� 13.1 ;�� 11 0) ­_ -I----- . .. I \ \ I V &��t�'� I L 11 __.�_ �
I C> I--- .1/7- " . - - \ I I I i .
� � ". ,% , � - \ 1 P-4
1 _� _zl� ��,71 A — I - _,;,
1, a * * 140, * + .C, j Z," � — -_ -;- __ � . - - IN_ .1. *� \ \ � I � —
i I W I 4. It � , I �_, t�� -1,1 I ,1 Lt__, --- - , I 'If';, I 1� -1 I I ?O .
� ,� ______ I I . I I _'�, � "'�, L� - 11 \ I- \ \ 41.31, .4
: I � , __� '' 4' '�', .
, 1. ­� , \ I
� ! / ) a #n�' 8 TEE 0 " 2? , ,_ \4 1 111 I t ", _., /<P * +-,--,% - _�_ � -,,4;4*,-- � t� �)_:? \' �,� \ - ,\ \ � U) P
I or. . , * 4 1 pw__M� 11 I 0 \\ A 'j �� ,\ --I \ ?,�\, 16AJ I
+ + IV %I, i --- I 4. 11 - , � �, ", \ � , \ .�7 ,V I . I
�! + + + 1k 11, "� Ewt� I '.00 -11-" \--;i, 11 1 ., ,�� , . _ \ I \ \ - 7
I , 11 I
;1`1 I '.) 0 0 --cm �� _� I '1_ �.p .11 , ­­., 11.1-11. ­­­ . -2'1 V�,v 1.1".".11 - t�l�, , .:�� I- -_ \ I � I \ \ � . --% , 4. 1
1 I I .. ___,� I ` I I I �1_1�- � t 1, I - '281, rr � � J4� 1
1 . , I �, __ .-j \ A \ \ _
� - * * V) ,� ' I 11 \ I,4 JMCn" _F -1
1, I I , . I ell O!"'O."r �s ___ 11 _� --- \ \ _ , t",��, I p r,­C�.�­­ _ t I �, 1. " I`," i:i; C�"!-, ", � -)
" .
I I " --
�,f , ; 1141, 1�/ 14 - ____�_ ",tl Fq � I I �_` * 1�1 1.11, ", ' , I " 4 _?��" ,� '_1 \ , . I " �1�
- 1 t 1�', � F%__1
,0,1'1� .
�r I -�,� 113 _,,�__�__,""*�� "a - � I_ -1 � Ix - -_
! G AT E VALVES "' �_ ) - - " 115 * ".., I "' , , 0
�il ,;� � '�#* A tE Y ,11,;. 99 . ; + + - , i �), , ­2 1. -! ";
.IS *­ , A - - .�� ! I ,� I � I - `� ; -__" "��-__, -_ I �_ \ . \ t � I � � !,�,,!?, , T"80
�: �� t I �il,WIJ I -is- I I 1 4 .* I-N I I I "I I 11 � � , � 11 ,_" �_, --q" - , 11 '�, - - ­� -,� " , � � I -
"", * * W * * 1P -k * 4 � qfj__--­ '' 0- - � I I - 11 . "I 11 , � "%* ao�; 1.__j � It �:f,4 I I :M,
,,�; �,_� -_ r__19 , � 1- � I . "I _1 I , - -'"a*­-ftftV._____ N '�<'� _,_� - t----) \
'­ ix (�o I 1111.111- � jz,0 01�, __ ___ I" 98 �4 111. ,4, 14, W �'. I - , " j \ � ­.- .". "". 0% *,,,,, r- ---Z' -, �. ' Existing : t , \ \ t* i - � It , 44) . - I
� — � � IN -, � I ! ' ' '�_�11_'C�-110'!�­-
01"'I"_ / I- K ".1 . 'j, . - 1, - I � �� I , .;;:;� _. -­- - \-,,, \ A , . I P
� , ; I ., 1,
,,� .- I I � 1. I I '11'��V%,�,r�,., .. -, ­;�� homes to be t - Z, I
.:" i ,� w� I I , \ "I I IiO __,:::�7 ,m;1T7-Rq,Rq1%;z ' \ 1 4� ,�A- t 11
. "I -1 / - I , "' - __..j _____ /I _r) - . !H1 . I
*_ If - zz�_� � �11 I 10 1�(� -_ ­4 t 1� I \ �____._7A - 1b4 ' I- I I
" I � 10 41 . 1P \11 14, I-P lk 1k 11, * IV * %I, + � � ! , i ij, I-- -I-_ 1� 5 7 1 % if I I . U� ", ^ 0
" ��� -zzz�---_ I ___ ,,,,"?v I INV. 1 9.5
,
,
, I . "l-, 8 8 I 11 8- KTIE YA S I �� � `75'0�77""� *"%%.. -_ V"\ .3 � I I ,,,
* 41 + ,4 ., ., , , - Pr (_�v r�� I 74���, ;;r ;
�, x) V SSMH,,,N -16,4- 11 I �,��
1 - � -10 3H " ; � W"'E D I , , --- I f I
��i 11, Ilk %41 + 'IV 141, , ,MOL+ + 111:11 25 j, � _L__ /, - ." I 41 ,� ,�, - , - I -_ \ , ' ` J/, , � P-4
illpfP' I 1� Ae4
"i � + r�' 11 \, �Ifl �') --------,T- __ I V it 1-119 1 ­�� "I ..... . � , , `j\ - D. 1. No. 1 % <� z
Z, 1\1; 4 I' , � �t,,,,��,, I
,/�c �,
, ,�<�, *
, 14, 1k * 14, I/ %k * '> :'S 5'X 1 O' 0 1 % � " � i�,­ relocated - 5 11 _ �I � W
� - 11 � , � � , I \ 1_�Pj RIM 2').O �4
�
�, I _:) I
,
� -, �
I / RIM 20" 26 -__jq *8 * X+ 8 IT � ��",�, , I I I Fi
I I Ili,:: "� I ' / -
� If I , N � % " 1 I'- , r' - V0'tjrj,,.",, 155
, � ",� / 41 < 1 ) ,�--", ��:��_:�--__� `,:��:::i­____r - _`z _11�_ -""% . O-) ",
" \ . . -11 ___1 �___, -- _� � �� ,�
+ _' SS H No. 3G I /� b 9 -S , I , � 71z :� X .
- �� INV. 15.3- I—- �11 ,�� 90 1 lsl,:;.��,_ / 97 1, , \1, I 11 - SSMH, No. 1 V __::�,­_ , 3 - - � � �71 N� � , I 0
� I * * * * /�� ­___­1;'t­ .-.r I _' 1w ASSEM All.- / 1�v 11 / 11 _��. :, 1 c4 1 � - � 156 !�! jV :4 r,4 I �% I �
I 4 4, 41 + * * * * 27 11 . 1 4.8,3 ic, , _ 14, . .7; �­ ,, 1 %_%z:,,-:,�_ ,_ ,- - - ----, , j , "0%4 ,-2ia.,�r2tl - " �j / I ,) INV. 91 19-:2 mm" �
14, , ; + + + ,I/ 14, \11 V + 14, + + 41 ,4 R 20.5 ;�� " ­:,t 'I'll! "._ttlll�.�oq 1. 4 -.?' N'42'44'12� T 1 - 18" F.E.S.
� j , , j4,1r--­_t.,j L I
I
I
I ,�p i * 14� IV P 91 :i I /1-17 I tlll�w_ _ - _ . ,
__�. �
I1 I � . , .. 'j, .4, .41 .41 11-1 - _� - Z��_ I
� I ,, ri�H \Yls--",, / i P
� ' '
I
,
I '' !4� "l-PI'lo, I � 41 ", 14, 15 / , 0 -- "' RIM 19.5 % - " ), - U IQ
r, _,�, �
,
i * I . \ - ' " " _111 ,,, ,i�:',, I -, %, - ­7 ":�,Irftw,jjo�- --�, � - W/�l X10,X � 11
I � 1E lot G'�- .
� , , 4 . ",./ I �;,!t,_ 'fti;z _"�--- I N?,.- "I �, - ;� 11 I
i � ,�, 14, 1P .40 11, 41 14e lk It, 14, + 41 41 - - � 1�1 � I, � ­­ ,!�� .....
, 0 * 1 41 14, . , 19 ,1� ,��,f, . MMH : 0. 2E �-�,� ',��, 'j, lli� * * 4, , � 1 Z4
+ * 11, * * . '** INV. 6.40 �-��_:--� -.4 ,�
� * * 41 * + * __ / '' 96 .1 , I __
/// Z" B.O. ASSEMBLY/ / S�IIVIIF� No. 6A , i, ��"�,%�i 1 120 \ ,�.l fd
:t * Q) ,. 1�­_'_', -1 . t
A .1 t � -_ --ft- / _____� , * 41 + 41 \1, 7# E,.t) -,-,, A,,,- I 17 * ._,(� - I - nes to be - 9 T!, % 1 8" E. D. .
I ---,, , 14. 1, � 11 I _`��--__ N Y ,-- --- ,�, S� 2! ;4 1 1
1 � 10� / - /�/ , �",:, RIM 0, ___-��v ,O p,e n 14, <4 p4 �W~41
,!; 4. "�/ . , ::�14, �
111 I + 'IV * * * * + * * * 141, 41 %I, 14 �P, I RI 2 7 � - '�\ /' I" 00,�) - "'!
� TST,,,No.8---,' __ ,� / 1 87,/,// / I /FST No. 4 1:�� 7--!)l tr -� reioc�l,qd- � I ,,. U
:" tv V I , ":�i�), ,,JNV. 2. '-j ,,P P; . i�. ___� " 16<_11
� I ��,��
121 / .,<" I ...... I ...... � I lz� 1 141. \41 0'. 0 . � 1!� \ �, .M-
.1 - t U. �, i� . � ., I � , � 01K I/ N, ONCE STA,BILIZED � �,, � _I ­-Rtp�­7 zz�� I-- -. 1,59 0 . " .
I-, 11, - I � *
1; -_ '':� j I -,a/) 1, ` ---_�_ I'll ill"i
I I .... � / __ - I ly
I � ., '( \ �
1 14, � + IV * * * * %k 1�/ * 14k � -k I . I - -ft/ , 2--, . , ­--l"m�t �, � )
1 41 * I * * ,0\" _�_ 0Y I NV. 1 .9, 1.11
­ , 5�
� 8 T .0 , k-1- ��_111 `Nn "' I .�, ". ,/01 , , ___-, 1. 10
i 1�0 1k * 14, + N, __ - — I — + , &�) P Q c ( -���7r4zzz__ - . - I
I * *: -1-1 Nt�__ � �X 8k C �5 . 14 I � -XIST "
,�/ + * \11 * 1k 1k * I 1�� 111�_ ", -TRUCT - -
I 0 - '" . .- CON! n/f i 7 � -,--- ,�, .,
�_ -
41 SEM I '\111 '�__," "I SSMH No.2A ,,,, _'_ 1 - be T Ifti )
) 10� 11\ \ .. �� b, MATCH I
j i * \11 1k . IV 14, %41 * + * 14, + * * * IV .1 I �, li­-��,_�, P _� qrq, 1 -c:4 4< 'r r-qk� Z
,
� �_�)' 28 . I ` 11 , ',� �, , I I *" 'P * 'v ',(.,. " r I . � morl. 41 1, - 00
4 I r! 1k � I ;�', 79 �, " ,,, I I "', 2 8" WE"VALVES � C-N . k -,-- , I ASPHALT
7/�*/ 1 I . ! I , 1� i ,,--,, , _�, --Z.­��, , -1
1k 41 ,4, * + * 1k * 1k * Ili, * * - � ,� , I ,�. \ /- " F.H. ASSEMBLY - "k " / �) 11, i . I I ��_,
�j � i EV' X* 2" *TEE* � � 1�1 %� t ,�p , *% ! t k4m� ____1 I . , -�. -_ f GRADE -7.4
�,� t 86 . ,OA � I �(� � I? C:,�� . �: I , I 7 , __­: . 1__ / N � 1--ZI-1 "i W-4
� ,
I _1.11_�l L i'l\,, , ,
i �, + 1.4, , I "" 8" +GATE VALVE + + 77 , � '-.111, "" S 5W H "IN 0. "' 2 C "' "' "� lb// \ �In: - - - �, �-: 23 9± t/ -J E-4
, 14, ,e,-.) -
1;,; RIM 17.0 #-%_a I
,; ___q,
lyll� � �,, , ,�, Ellen Loraine Murphy i,i� �,
41 41 + -ill + + 4- + �y \ i
:- � ,� ­ ,0' j;_ ­4�,
� _­___��_ ZW
t ; 1, 1. 1%, I .1 - � ­ t . ;� '�� _�,__/_ - 11, ",#-�_­� i!l �
I �­,. I, I (SEE SHEET C5) D.B. 1251-1690 1 � P'.� 1� of f%op
I I I �, �,3 `*, \1/ 141 .4, 11, 141, br / . - P 1-1-1 I
1 * 41 14, \1? 4., * * ql %I, + 14, + 1k N. I W . , CW 1.41 � I- SSMH Nk 9C 114 (,n 11�� " :� (0
i �,,,.,. I , 411 I " � - - " " M.---- �' -
; + ---- , . I I -k�,, �. " 69 " ,O t�flll!: � ' "'3 _"!�-"`�L-0�/�
� ;�� I I" GATE NALVE-j�-�" + K,25' 29 1 � — �� I � �t�-L-Q----­� �_., � :) -----_ . , _­ I 4qt!!j
14, 11, 41 11, + * %A, IP %I, 14, 1P W W * 41 I � ,�v,� I RIM 25.5 1 .- ­�'z �r­1­11 _� :
, , -
I ! � 1­ I �v B. C Zz;ZZ�,, 111_!::PX. - 10, _�_. !"_...,kr; _Z�� .
it' I � _NV. ""9.42777 1, 11 __. ,,, --- 30" RADIUS r04 1�
____�, 1�1 �, LIMITS OF DISTURBA � ­___,;��_ -1 Y­�1111­ - - ,_ ..�,-_'W____.,� ;
I I i J� Z:� . .
I I � _, :;0 IN CE - INV. 20.0 ---------__�Qk _,_�__� __`q ,� -- 0
:�, q, 1P 11P %4e 1p, 1k 1P 41 14, 1k 14, \[e 14, 1k 1k + + E_ ' �, _____ i ( 2 ' � ;�;;,� I , �, P
"I I e
i � - - - 0%
" . �. � ,. -7 � ( - - . ��,� — — " , / 1� � ". , '' I _____1 � - -
* 1k %41 * 1 sk 1P %I, * * , + * %I, %k IV * ___ I / . ,)�, SEMBLY , � ., 111""I., " _____ - ( _11WA *_� I
11 . Y) , ___ I , 95,�5 ,�� / .. 11 (i-o"rS TO BE" SERVED-PHA4,:3E 1) . ---,.,.,e*n n H. & P I 1,
� - P , ;�, I C `"<�_ '' ___ � _� ,��--C)_ tw--
4 , * W * / �, �, �", — - I-- . ", 0
I _____ �� / 85 , ----Owl, ; �5____ j -7-4
� I . 41 � * * 1k IV 14, 14, V * 1k 1k -4� + a) " ­_____j t �, I , I - . I 0 �:� , I / . _­__ �j __. _(
. - �
��, I I I . I \ -- I --_ i I I �, __E -------' 0 i
t � 1. I __ ,,,'-�i ____
,�, , , �e 68 __S�� - _­_ 1:04) - W-4
.
* W ,V %V ( 19� 6 .�o *S '0 7A ' ­ , � I 7 t �X
_____ k, ! ., - . \ . 1 8 X 6 TE I
: I K*tty R. Sasser
I
* * 1k IV . 1k * * * * * * -4,1 + * * * 4n ,P .'I I I , . 0, .----- " . , z ---,, - �� 4% �
�j I -,__.�___ 1 76 Ss \ ----Ir_ -I, 1�. � - � ,-� !!> �j z P. 4 C. �) I
, � I I ­ , �j - , I
, I � 0 S4SMH No. 3F ---�_ 1 Q7 [`Ulyr I O.D Q) t#,� " "I 1� (_ #` ' -SSMH Nc. 2B 1 8 " GATE VALVE ­ C
,4, C: " . � — 1, , . �, I ) 56 . .
1� D,13� 7 7 r _1 r ,,,
I I + \V ,�, %4, +� 41 14, + 41 + q/ * 11, -41 + 41 ft , N -_ 1 .4, \.� � I , , �_ � 11110 It ,, - �
W i .- ; � 6% X ---__ 51C.
I , � V _X - 11� I �� �/ "L, V 1k I � 4,/, 1 � . ", I " �' " / -�r, , / RIM 18.0 --- \, _E VALVE --- I LIJ � ,
I I 1k %41 + * i 41 14, N�, * 1k 1k + 14/ 1k lil 1k %&I V w ,R M 20.5 1 . 1 1 62� ,19. ______ 11 ,,;�, �P_ 1, \ " � k'q 1 6 " GA1 z
p, 1'." I I I
. . I '' - 1.
I
. ,�, \11 O, -----I--- (11 ) F. H. ASSFMBLY 40 Ll--T--Gr 'JZK AND BORE _-.1 ­ .4 1
k , I �_ 0 1 1 ____ .111''. ' , � p F-4
k � � � --I;-q ____ \:�\, \ I -
I I 1k SP * +1 NP -4, 1k %I, 14, 14, 11V + 1P %J/ 1�- + 0 + I �� * �k 0 L.
, ,-. %J ."_�
. .
_� In �, , I
I . .
I.N"�-0 - , ,�, ,/,t 1 I
�, . a I NV. 1 4.7 --/ : ,% I., , "� + + INV. 8.90 1
1 6
, 84 7� r 6
I _____ � Pq �,, 7/ ta� / /�) . , 1� , , �11 I --- I;$ 14 0
"I � * %I, %, %41 * 1k * 14, * * I-V 1k * * 14, 4­1 . I - �2�01 N'O. _T �, Y� - 1__11� ICD <�
%I, * IV . ______ � " V-3. � .41-%v 11 � _1' '1/ N E." ITAPPING SLEEVE I- I
Q) /.. I I . . , ) N '___, � - 0%.12 go I ^003
,4, * + * %V * 1k 14, * * 1k * ILI 41 41 0 41 ----_,_ - -, . / RW '�,,117. ' '' - It 1 El" TAPPING VALVE - -""" ,.�
,
- I I __ I /1' , I i , I
-, *41 1 ____� , rt; I I I ,, 1­1"'�/ I,
,
* * LO U) / 81 11:1 '71W_ D 4 // 4or-7 ,L,. ,�, , , ')� ,�, i 1\ . _____1 _"
111, 75 1 ' / \ / I � E­4 .
, INV." I I ,i " �, O' Im"i U
�1_ 6) _� 11 141'111� 1;1 I � �_ __""" "r �
�� %k 11, %k 1k �31 1k 41 * * 11, ILI 11, 1k * * q, 41 v 1 -7-- 1 %�7 ( I n/f --- I I
� � A - Is I", / -24" RCP W/ i
P ,�, 41 14, 41 * %I, 'k Q I ./ e .1 �­4 ( ____ 0- -4; Z I
11 * 14, IV + * %k 1k NV * * * . 1-a %_ 31�_. I 11. � _ - -SOH 'No. \"25A "? " %" " X11, I'll. -XISTING 8' WATER MA ------'
i 83 ; i ,4, -1, /, / /. IN ,,,,[ 4
t - — __ 14, 1 1 , TIE INTO E "I I"
- .� ,
:
+ ,&, C / __ 14, 'L�� 1 O'x 1 5'x 1 8' E. D. Cather"ne L. Grohman 1 .
I / 8��_ Go �, �
11, 41 %k I IV 14V \11 14, 41 q/ 1k 11� 14, .41 + \11 + 4_j ,e , /I.. / , I i "11-1 . r04
,�
P * I D-� . .�)_ --, � 'I 8" RC W /-, -�__ 1� 4 1,7.�i , : ;%I PERMIT No. 1 `120 "" +j 1­1
1 141 +' * * %k 14, 1k %41 1k * * W + * * � I I 1:1, '1/ ��Nl/ 1� 'O � / . D.B. 1'�71-19711L. "'11P\ ­­ '­-­­­-­­­­-­­ - rl�j ,
41 I __� P: k - ! (O ft _� [)ATEE) 10-20-85"""""
t g ______ 11 . __ , 6 3 IN�. , 1 0.,P , '�­N_ / PN"4
� z 14, ,P : ,\V r') , -\,:� , 15'x 1 W x.,, 8 " E.D.-- . _� - 31 4% , � \ 44- 1 4.1 , *P I I ____­ -_ I - - I I - _ __ - - __ I I I . ­ \ , , _ I - � I I W! -
IV %k � * V * %41 * * * *�, 1k * *411 + + * ______ 4,) 1 `*_� L , t`, ! ow 0 �
� I _\ I - 74 " , 73 , ,k/ 0/�-1 8 RCP ,W1 � I !�;
�
I ,.now'..,.,"-- t- Q) ---, � �, .1 � W
41 IV IP 41 * : * 1k * 1k * 41 14e %I, 1k 1k , 1k 41 'k I _ 0 I \ /<5> <:) I Pi \ - �
� a I I I I 11 - - -1 --- i I
I , ;; * . — _""==ft ��,--, \ I ly, r . .I Q. k __1 !�o 1 __4 10-4
� , t , I �. I " q / " - .1 , 141 \41 1,4 ,
go > ,,­ ------ SM,H �� 3B - ,," 5'X 1 O'x -1 8 ' E. 1). �
t I 1k 14, 41 14, I V 1k * * * * 141, * sk 41 * * * \1, -C,k � 7-7 1 18 RC P / 7 2" / \-),,, /RN I 8.a ,V M E
� + A/ �r / "
I ,�, 'Pt 1k A, - .- I .'5'�Ao�x 1 8 " E.D.- '� 9 1 I 2 INV.4/ 114'.1 � / ­4
� 20.0 1 ,� * \�,_ ­,ijj, E
I - .41 IV IV * .4� 41 + IV 14, * + 1P * + 33 - !I _,________.-.M,--��, L-) 11 a, . , �� .11 ". N 1<�, a _�___, . �
- N4�:�7 141, 14, � co co
I _:;;�_ ­S',S� fft,�­ I -_ �7 _____�,_� I I
_J/ \41 IV %41 ` , ________ C. r"06" I - I ;; > 11O, .10 '_3 1); 8 X !---CRQSS I I "'�
. I ,A>) L ,--------.. % '. , *,- - , � - zzz:! --- -7, .11 it , ,4, \11 OO. I
Y i %I, 1P 'k Ii/ 41 * * NV %41 q, 41 %if 1P * <.*. C) 11 I I __ -_ 21.0 !_ � t� . - _q � 6 4� It \ k, c::) �=
t I I 14e 41 1�1 NLe %P 14, 11, + 41 NP + * 14, + 11, -4, .4, P . 0.5 I,- - - --'-,-_-*a_ - ,-,I,.-- -72- . - - _�_-_� D tEAY LVE _� __� I 0 1 1.
+C I r , -I---- - ___ I 4t �� u " 'I, I I-- �
.\ _­'_7 'L ,
t, I %P .", � 'r , -1 _­� - A.j, 11 , I .T - / \ --,� I
%J, q, � + IV q/ 14, 1k * * 11, 1k * * * * I 0 10 Q A.4r.- ;7z__N ------- - ­W.1__ ::) " ( I
11, , q/ + %I, * 0* . 13.9. -i ? I ___ , " , 12 2"/ 111i'Tr' V / _11\ , -
- '� , , �__-_--� \ /,4"", - *11, I I . L
,
cyll TEE c3- N_ ____ "_� --- �� , 17 1 _', ; �
! \11 IV 14/ IV *t IP * %k %V * 14, %4e * 14, \11 1k 14, P \W- z - . A" GATE� ALVES I I /I � . _­;�__­� � - I C \1 1 �+. / �s ,%\- 1� 11 URBANCE __�� U
I �46- V � tt::�� IV 11>>� ?�, // -, I 0
� I I- . �,
,&, `_ '� 34 / - 8 X 2 C S"Z­ 11 , - C 40 C, 110 I
- 1�, � \-- LIMITS OF DIST
I
� . I r6+ >0 %,, , �,� I � 2 , I C� qEN /L "I 'E 1)
i
� 1, * * * 14, *41 + * * %41 * ILI 14, 14, 14, %4f 14, * z I W 11 . , ,4, #f / -PHAS I I
I L.- . � zP ct>' Ij/ * 1?/ 0* . �# VED .
t 1P 41 1�1 %ill IV i 4, 14, * 4, IV 14, * 11, * 1k * * ,4, i3-_,4W � I I S H Po. 3 D GATE ALVr ., I t - r,�,,, 4 (� A # 11 I L
� .." /
co ______ '*� 13C ,4, _q, / CO a4
, I * Z\k, 41 I 9*6GATE ' LV ' i "? ,4, 11, , ,#
,.", 47 S, M , " , " , (LOTS TO BE 'SER
� I * %41 14, 14, , + 41 %10 + ,4, + 14e 14, + + * 1k + ____� _RtM_,l,9.7%15 2 S MH 40.� I 11 .,�4 "0! C�, , . L 0
I � k , � I ip N q, * \&, <A � i
� � " i
+ * * * %41 14, * \Ie 14, * 41 41 41 &I - 6 INV. T�!�.- ,- " " " 7 , / � I I It
t * * ,F , C 11 11 F. H. A B 57 "' - �.� " ' kP �K/l
� I R I "� ,
I � I .11
� + 1. 11.3- - 14e 14, 41 4%
! %P 41 1P . 41 13, + 11, + + 41 14e + + SP 40 + �, L I t __� 00
i I 'L, + +i * * + * Nv �41 ,ie * 41 * 1k IV &I I , � . I � .
I , � I ----- " 1 2."t' B. I
I -- -Sb1q"_, / , --�_ I 1k 11V / 14,
1 35 � ____� I . 4 ,ill ">__-___- N o. .8A I , "� General Notes:
i * q/ I t - ,�/, -------__ 0. A`§ 0 C\2
! g� ISN ' � L ,V;1 18.0 j ,,�� . '/
�v W W /) ,"T SS tA � IN A .;r \ , <�111
L1* - 11 I ' i �, , -_ I //
t 49 'IV *,-,;7— - 118
41 11, + 41 + 1)/ * 1k 1)/ IV * * * + + I& " �F - !"ON Ly
"
* + 41 &I 1, *_ _ / 1� * � �
I I -----,, ,��,:', ,* ,VL .\\\ I . 1k .41 1�1 141 - , 'I, 14, 0
1. � 14, ------- ,. RN 1 7.13-' . IL *
I I Z 0
1 * 41 %I, 14e + 41 ' , \k INV."' I r.46"' 1� 11, / . ,
,
- 4, ,�_-Z. 41 14/ %k %
1p�7 - I
; 'j, \11 Nie 1k * -�, 41 + * * * %k " _� � "(1 ) f. H. EMBL) 1j/ . � , I
11 i , , 1�7-A( !��" . 1___1 69 1�� X .
I %I, + 1:11 * + + + 11, + -41 'IV * %I, 14, %I, 1P + &I / 14, * 11, '4' , , ,ILI 1� I \ I """' 11-1." ��ql IV L_�+ , + IV I -, / � Map � // B I k. / Parcel 0%�& .f-q
45,/ ) *. S ,-,.. 11�,q L - ,;),- ,- . I ­­Oq
� ,V � %I, .41 * 11, * + * * \11 14, 1 4, * V - 4, 141, 141 * '459. L� �* 'L, t - � r
* IV * 1+ V + * 4, q, * to i 1, ���,__, I �.� i �� 0
1 1 ,J,, 141, ��11 , I V-�,I, 4, ,k -4, * * IP 41 ,- V1 I" �TST No.2 � -P .
1. . IV \41 7 %41 \4/ to I � I ,�
t , * + & 1>1,., 36 "_ <­ 5 G, ., t"' 11 %a , ;�� , 2. Totol Tract Ar,-as: 6 3.77 Acri-s±
t I I., _�_ I , " I ", I - kj s-4
t,o r S e`ry a* U o" n, " " , " " " , , , " 141, , 1k I 11 __�.. ,.v + 4, I . 1k IV * * 'k , V0 P
I * 11, 4, 111" 1k 14, 11, * ,ill 1k 14, I 1 41 11, 11 , I I ��­-----� 1 4, 141 114� \I,L __�, 1,40 - I I co
I I ` , t . �, , I -, - TST Ka-3
-
t W 41 ,�, 1k A *_ 1k 1k 1k 1k 14, ,4e * 1k 41 1k *41 41 I `,;�.2' � I * 1 14. 4, 1 14, -41, �� ­4, , 1 5'4 1� 141, Ilk *11 14 14P --*-.. W .+..) u LL
I �11 CoAt ONCE STABILIZED r, /f . 1 3. ZoLning District R-15 .(RE! Sidential)
I I r_1 11_11� I)/ .4, �, ___.,i,.� I 4, 1P 1P -_ � I -1. I . L
+ ILI 14, t\ �(�d . -&� 41 + 14, 1k + .4/ 1 * .41 L 41 1k ,4, 14, 1 . ____�, ? .�­ ,,,, ­ , ,:� �q, /,-' t � . L I � I I
I L i ", " __1 I � Z 0) C) ,-q,
� IV 1-11 * 41 14/ * 14, %k 11 I CONSTRUCT I
* \11 It, IV V * 1P * 1)/ * ILI V 14, * 41 41 * 41 SW H N o. 4A 44 � '' I ,"", 0 __;L�
A � I . " � - — J );0000 ' L, Walter C. & L L I 0 0) M r) CO
". C; ___� 14, .41 ; PERMENAINT STORAGE $.4 r"
+ %41 � 1k + + Rl�,� 19.0 -_ -----', 5S MH W). _�_ ,111 : �, � 11 I 1��q .P ;-I W
I I I I I + -e " N ,
I + 22.9:1 ,oc.± + * + ,P ,4, "' + + 'k 1, \1 I * ____ I DAM. SEE DETAIL Susan B. Walls I i
I * * I'll * *� * * * * 1k + I-V 1P I 1k Sk 1k * * I I t
1 IN 15.0 'r' "' - * RIM 20.2"' ', , -_V ­ 1. , � L F-4 LO Lo C3
.11 . , <y � L I
t I RV I __ , , '\ ' ' ':'- ON SHEET C5. Q� co
; ! 1(� .� e ,
i * * 14, %41 ; '4, * + %41 ,4, 1k + 1�1 * * 41k * W * I 1�q` ' .+_ '. L ­'P ­`­ - ' "(1)'' 2"., B.O. SEM �­ � ,S I D.B. 1160-1175 1 , a:
I I ___�_� , ­
137 , ­ ., fN V. "' 1 1*�% . , �5p , , . I I
i i I 11- � . -1 11. L" Y.7--->'l !�_ "�\ "I ��; �', 11. 1 :P0 . � 0 1 1 11,
* SP �� IV i 1k 1k * * * + *4e + 41 \11 L 11, \11 1k 14, * ` -.4, 9- I * * ", .11 I -K---"7 . -7 , I
I 41i . W " q� � I. � 2 2 65 L Z ." 1, C:) n &
� ­-, 1) 5 .,-- , I M.B. '52/
- I /./ V I
, � 11, I'll q, ,4, ­­ 4, %J, 'j, " �, 1� 1.� ­ . . z
I L + 4, ,4, It, I 4, 161 -11 + 14, 1P 41 1�1 41 + -41 11, + -1. �', I --------- , , I lr_11� I I:- .1 - I . a) CD a:
't 14, 41 ,J/ 1k ! . + 41 . 43 \%4- 1:�� .4, to � ��, . - r - 1_7 "/ ,, I I i
Q/ -�e 14, + + %k \ I \ W 4, ,4, %.I, , , + 14, - - -;* � - , - I Uj
*1 41 + * %k 14, _��, � (� 9 I - t
1 1­-, 11 ,- '' - I
I 1k %41 41 * � * * 11, * * %41 11, ,I/ 1k * * 1k + 1k . ,,-- , __. \ 14� �J/ 11� * 14, * ­L I I 1'�_ I G'C,� . - - C., I I � I 1. I P! 0 ,I I z
f 11 � "I L 1___1_1;1t Ilk - - lr� q .11, .'I Graphic Scale 0 11
I i N . I / - . .
41 IV Ii/ 41 4�11 * 1k 1k + * 14, 1�0 * SP 1P * ,4, * � . � I'll ... 14, q, 14� / I , I*-- ( ." I�P - - "' -+, 0 C:) k..; 4-
�
i 'L I - I > 1. �� ­­ ,, , J . W W
I 1k * 41 %k 11 - - * 14, + 1P * Ij/ + 14, -41 %k * * .- I \111, * 1k , 1��' ."�, .". 11 N 91* 1 1 Q) -P T­-4 T-4
11 , I---- 38 1. I I L""", 1,
1, . .1 , .
� �� %41 I I , 100 0 50 1 00 200 14 W cri 0) a-
4� "".1 . Lt 52 ­­' , a.
,,�, + " 41 14, It, 41 + 14, ,ill + + 14, + 41 41 ` 22-4`­ ­- - I __" Aft
+ 1P � � ­­ ­­ ­­ ­` ,,, ...... ­­_, \.�, , I 0 L , ­ - , -------I-- ro
* --
1, ". , I , �� . —
I -, � ; * 41 1k W � 1k * * * * * + * IV * * 42 "I' 1:1_:�, . . 0000 � 9 � I
I J! + * * * + + 1.� . � 11 > - . �, �1, .�,__"' I 0000 _TST No. 1 1 L I ... �Lmll U - r-4 (D to I
A 14, IV +.� + 1k 1k 1k 14, + 1k 1k 41 * 1k * + 1k 14, IV " � , � P I I . pq 0)
� I * Sk ��. ". I . ;
i ) i . 1?� �1� I' '"' W50 t'. = MW OWNW4
� i I .<a-, ", , I -4 I
I . I . , ,.,, L . IN. sh � i 0 1
1 1 * 1k 14, * * * 1k * * ----* ----*-- \L, , " . I .
- * * 1P + :1 * * 41 * 1k .111' I 1__� I �, 000010 ,,, I L
; L 11 11 11 - �, 11 I .
I
It 1� ,( � "_� 1� I L I � N
.
I L
i �, L ,. 41 + * 41 ,b, q, IV + * i 41 q, 1P * * SP � * %I, * 1k * * �k * + * .4, 41 40 *4, * 14, 39 1; " � ,/11 . I , , � I � ,1 - I ,.' . I I � Contour Interval - 1' I L ON04 T..4 + r__4 'j.-4, Cdi 0
1,
i 'i .4� -4, + 4, + + 1P + " 4 1 , I 00�� "­ , ?:; �:: o-4 rX4 L
I ''I "
IL I + 41 + + + "I, I
11
i V I 11 . I _� 11 ,-, -, .o.101000-010 1,_ 11, L 111" - � ! Eb I'll I
/, I ; . , " 1, I � ''
� 11 * * �411 * -4�! + * %V 1k * 14, %4e * 1k * * 1k q. * * %P 14, 1k 1 1 k_,r,.,? , I ,
v, � F�_ I ,'k- , L ,��' `:_ I I . . L Topographic data compiled
� , : I "', i� ;?, 1-1 f'. I ­­ " I I �
I 1k 41 11, ,I, � 'k , 14, %I, + 4I 1P 41 14, \11 + I&* -k * + N& * 1k 1)/ � 1 014 � , .1111, ', , wey.
� ', . 'LL,., ,..e�L L .,�" ' " .- � t I frorn an actual field sui .. .. ...
11, + W ,�, %IV * 14� IV 1k 1k q, * * + V/ IV * * 41 + 1k 41 41 ,r j . I �� , " � . I �. I L
I � I 1. " I' "' - le� , 11 i �
If" ) 'Ir 11 - L, .
4 * * * * 14, + * %)/ %I, *. SV * * * * * * I& * %41 \11 " , "" , �� 1 8" ,O�0. ASSC;M�PLY'­ ""' ,:Z" I
1 �� q/ , . ,?. .1 I *
� L'
"
� I - IV', " " 11 CV � , fi'.­ � ) � 'J� L,rl - L I
L' !� * %V ,,�, 41 41 41 * -k + �-, *41", 1 41 I I ,� 't", . 1__� / i , " I , L I
, 1� , 11 _.,� .? �� , I .
1, ,
�1� , , 11 . I
"__j� I I 'VL"" " / �., .
, 11 * 14, 4I 1k I I& V + 41 1k 1k * 1)/ 1k 1k * * * * _j;,� * 1k I , I -\I�' ", I ,� I
,� li " . 4Q , . r­­ ., 1___1' I
41 1P � .4� j f 1k 1P 41 + .41 14, * + * * + + .4, 1 14, 41 11, t 4. 1- 11�11 � �i L' I _� I 1��,_ . # .
, 111 * ! '__ - 14, _ , � L . I 44% L
11, , � t I . I .
i * 14, 1k 41 1111 1k * + * * 41 1k 14, * 'IV * * * W 4 L41 * 1k IV I . - -�5, . I I S I
, , . . &N
I I .1 I """ ( --- -, I I I
I I * \9? ,J/ * %P \10 1P 14e IP 41 11, + 41 + 14, 1k 1+ Nk + 1P li, 41 4e .I--, k ... , I . N e
11 *� !� .1
. L . � I L
,
I 1k * 41 * ;I L \0/ �41 + * .* , 1k , * 1�1 141, * * * , W I + -4 * ,4, 4, ��, * I . " , . 11 11 I . . �P,51 1 . I � I L L WM�1110111101019011"� L
L L 'I I � , ''I, .� I I I
1 il . -, I - -_ - I. -1 I LE12,ENLD L
i. 11 * 4I 'j, 41 N� * IV IV 14, 14, 41 * IV * 1k 1k * .k %41 * %)/ *4, *, * ,f I " _V I \1111111///, I
I I �,�, I I I I 'r ... ''I" ­1­ _-,;,":I .. .. .. 1- \\\ illl I
I ! � I " -TING CONTOUR
I " It : 1;11 I'� , ,,,rL "t, Pl-? � I I ­­­ ". EXIS � I ,o-,,
I I" + + + + 'I 'k *41 14e I I'll -P + %1' 14� + 1�/ -41 1k %je I + 14, + 1�� + . 1.1, - ,P " . I I f�§ '­ I A \' \ �
� r I ­ I - . I I I I , \ I
.� I �, _� �,�N� D��d� ///
* %P 1�1 *1 4 * 4, -4, * 14, 1k * + * * * 41 ,4, 4, 14, * .1. �, I . - \ I
1, ,_ . x 29.62; \1 'ON!9*0. ",
��A,10�� � C, /
;� C, I 3TING SPOT ELEVATION 0 .mc / 0.
L EXIS P 4 0 � A. . I/
� � . I " 11
t . �
I + 14, IV + ,!� .41 1P + * .41, + 14, I'll, 1k + * 40 + 4+1 1 ,
I ; �� 1\ I -SSMH No. 48 .1
I I-
. I .11 I . ko
, I . _!� I . ....... �_ . 9 I I ..., , 0 Iq � 1*0 1� I
"If, * * 1;/ * ,�, 4, -, ,V * * * * * * * 'k \&, + 4, ,P RIM 21.0 t " PROPOSED SPOT ELEVATION No ..
I ___�_ 41,
, I \ - 0 � I
t 1i I i ___�. SUE PLAN I � -, 0 0. I
* �
i , I * IV 41 41 * 14, 1k 1k + ; + . INV. 1612 - - ----- � it ./ I L I S E A L L
� - I . I I I - : 01 = I
i . W 41 '41 * �� * + IV 1k * + * * * * * * * I . - �.-­­. L : SCALE-. 1 = 1 00'. I . - -[) : 41 - I �
i .___.� 'L I . I -10 -vio— FF DIRECTION I 0 L
: 'j, * l , , I . . 0 7 0 �- z- I
11 ______� .
* * I 1k 1P + %401 * * * 11, * * * 41 * . �:: I_ 173 4 .. 7
, , , I . -
I I .
. + IV 'j/ * �, sl� t * q/ 14, .41 14e 1P I + 1P 14, 11, � I I I � "::� ". : %,<- _�
I I � L I I I I I I I- I 4 &-.fAC I 1#_� -* 0 / '_ ,
. L I.. .11, "... -� -,:�,_
r I . 'j L ,� , .,(� 'k I :
I . . "WETLAND DELINEATION ,"v�­l � Iz- ,
1 I 1k + \41 + I 'k *1 + * 1k * 1k ,4� %I, I * 1k r/f I (,I � —1 TEMPORARY SILT TRAP I I -,-,, Id "s
I I IS PRELIMINARY" ,,� �0 Of**- 1,
L 1k NP Q/ 1k I �11 * 41 14, + * 14, 14e 41 + + L . P1% -1
. : I .
I . I I I I '//,///G_\REG .\
I + IV + ,4, '! + �k * %41 %k + * 141, * + Audrey SO & I r"," ��,­­tL:, ­ :1:­ "I tl­, I I 0 . \\\\\\\�\ 11
� � L . L 'Nofm . .L
� 1P %I, �41 %V * : * 41 14, * %41 14, %I, 14, � I I . I , � LIMITS OF DISTURBANCE % I , I
L t I I Charles C. Young I � _-e,.:7_­,
L � (3 . I 'I � 11 ,_ I
I * * 14, %k ! 'k 1k + * * + 1k i I . . _-,
I 0j . I F,-zCB "I 11 .
h, L � t�.. I"
:.
I I
'j, I 1. I I 11, ,I/ 11, 11, � "I DATE 01-11-00
I �1' 1k 41 W IV * 1P �v 41 + 41 D.B. 1709-0430 1 14,
�
I J t L .
i 4, '41 ,P
I � -j/ %I, + 'j, ! 41 ,a, 11, 14, + + � (Ref. D.B. 964-271) 1 14, — Preliminary .
I Ij/ � . . I L I I 'j, 141, 14, 1j, 1.11 I 8 2,200 I DESIGN ,CDC
it * IV * '0000'r JUN 2
� � I . flarid Arecis
I
I , We
! .1, 11, 11, + i + 4, I4, 1% 14� . 41 \11 11, 14,
1 t DRAWN
I I I . .
,
� 1k %41 ,4, W .40, * * .-I I I I I . ...... ,-- I %_ I. . D'WQ I - e
I ') � . ,--- r
� I 11, %I, %I, * ; IV ,a, I . .......... ..... �_ .___�_ I L I . I .
I 1� 1�1 14e *S� r I - I . -------- � I I L I . I I
I j * 41 � - �___� .I . . . ?W# L
IIJ : . -------- I . L
Ii , -41 41 1k * ­_____� . L . Ao"WAINL
i : I _.____�
)I I ------ �
I 11.�, 411 14;111 11 L
I ------- �
I
I
, . L
.
I �
* `LI I n/f � I
� . . 1
-41 EIP ' , ,_ ­��,,�t,�'. -�/ "' 1� ­- L C ;
7 I _ , ­­�
� , I . L I � "_� , ­ t­
I I , t___ ,, � ,
� -, _ " , -, ,
. , �� �-. .1, a I
I _ - a
: George A., Jr. & I I j� �_�'111, " _ C." �, ,
_
� ,
, e , - ,I i.,,
I A- ., i, tt� - " I _�;� �
�,� 1­ �, �:, ­ _ -, - -111.1
! � . ___ 1 � ,
j i L
. t
I , � . .
�
I
I . ; Mary Lore Moore
; *.� I
[rS S M 7 .. - 1'14_1�
0
0
� "`� I - I -_
('I
,
I veo�, �
I - " I
- -,07
.
\�
\ & 61 - r I
I , I �N,,Nc�'%'%` )
I
.\
A; ", \`,_� � I
��
-
"., \ I W4,1 '. `_O" , I
0 ,_ il.
0 _ __
0, 4,?�c _:__
, _ ,
-
4
1 t ' — )) _�
", -'� , 1 9
"n , � _ ,
, � 4 r. "�., � � , ", , S�TONtE ,
� �� �,� 963 ;� ",
il
y
I
I I� i I I L I SHEET '49 OF` -
! � L I '4 r , (�
I D.B. 1411-1247 � ) U IN, 2 6, 20,)O
t
.
i � I -I,.----- .--- I .
�
t , (Ref. D.B. 9,64-271) ------- I C
� I I ; I
I z --I-------
I i 18144
� -------- L %.d
. i I I I I
it I ; � . I _ I
1111 J _."­_� -------- — I I . I .
� i - - L � I I
-
"
� It-, �,l I . I

J
4F
Fw �1►
fill
ip Mrs'+�''�10
u
GONG. FLUt ?
1
1 G'
'I
CONC. FLUE
12
FILT R FABRIC
�.
E
NERDY DISSIPATOR
NTS;
t
U. VALLEY
0 CURB(SEYOND) 0 >--
Fft
PIPE Sill
INDICATET
ON THE
INITIAL I
CLASS '
i
ROADWAY
..t . • WATER METER BOA!
-rr
4 C:U. FT. GRAVEL '� VALVE BOX
OR OR. STONE-
CON(�. APRON
24-� OR 50.
FINIS GRA
�-
�i , 1 r•
I.
MIN.
4 M
. 6" GATE VALVE
•i ---- - 1 - GALV. i /2" U--0.1^401?
• BOLL" END ,AROUND HYDE 417
-. .. - BOOT' AS SHOWN,
-"--CONC. BLOCKI'NG, POUR
AGAINST UNDISTURBED
GROUND
%e I , w 1,% u. I %_ 0 1 2 G,,,�4TE VALVE
' FLUME -MATCH OR PLUG `IMLVE ,�-._ _._ 2" PIPE WITH
4" TO RAD THREADED CAI'
1 / % SLOPE � METER ��gj yy
2" PIKE -.,_ I.
-BRICK BASE ON
as a °aa .0 Q ° '° o , 00 r► ti Av SAD LE 4R UNDISTURBED GROUND i
�� 2040RAT1ON STOP A A
MIN. COMPACTED NOTIE: SEE SPECIE ICATiONSS AND BIG SCHEDULETf
4 jFOR RIPE M�4TERiAI.. REQUIRED.
STONE
,� �CA �. �„ .. " l J
CONCRETE FLUME SECTION A -A NTS _ r�
---- rn
to
NTS aGA. 4 PRESSURE TREATED �'i?ST ^ t f
4 „ 20 G WELDED _
WIRE FABRIC-----,- ---- 5' O.C. WITH .3' MINIMUM BURY.
A
..........."-ter.-.+-...-w. "'Y. �`^.••..d1..-�J
A FLOW-_ \--RIPSEE FLAN
•WITH STORAGE: > RAP STONE' BEYOND _.. _-
"! I �"_ "' ,. o • __J///. /..:�/<�J'\/jam/� \/\i \//�C,/��,��/�/`' D
A.
------------ L
Ooyeti00�0 Op0� O0 0 0 OOp..00pCa00�C4,OOOOOdaOaCJpO000L7 C.lr '[ION
>
r� n� p_ _q --) SEE PLJ-\N'
=4r ~9 rr r. --rqr ii - I? �rt�:.- y� �t 1 I'rt 97`� � �-- ,
IT-.f 1 f--11 I I -I I is l I El 11'=I�i III=��� I � ��i LINE. DAM BOTTOM WITH FILTER FABRIC;
;ITL"..--I I I�� 1 i•.;.�I i I:..,. -.I i I -..:..I I - I I.-�.:I I I...-��--,I l I..". --I (i_._....IT" T"T.«. � �,
F�ILTR FABRIC
A WIDTH Earl -�- A M i AFI 1 C)O R
Iowa
R pp
MIN. COMPACTED STONE
PPROVED EQUAAt�
A
CONCRETE FLUD ETAI L. EXISTING GRAD 'EXISTING GRADE ISSIP Of
r,. !
NTS N w ter.
ter.----4„ X t PRESSURE TREATED � Q�ST
TS
O.C. WITH 3 MiNIMUM B.JiHY,
VARIES 10
20 GA.. WELDED
A . WIRE FABRIC-­`RiP RAF'
SEE IN ACCORDANCE SITE WORK NOTES REVISIONS
WITH GRASSING DETAIL r/1/1
_- _ , 7-- 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH E�{iSTINC, aq°°�� Description By
`
I II , , i' tt CONDTIONS BOTH ON AND iMMEDIATELY ADJA "ENT TO THE SITE,
2. CLE�4RiNG: CC)IVTRAC'TOR SHALL RE MOVE ALL TREES AND VEGETATION WITHIN LIMITS
•-I I -w - ��, �•,1 ' I�I �T " OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
CID 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, �...-�
SEES SITE FLAN FOR INVERT VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
�T �` w MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. ----
4. MUCKING. CONTRACTOR SHALL.. COORDINATE WITH OWNER AND THEIR rGEOTECHNiCAL
REPRESENTATIV(: TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY' PERMITTED FACILITY.
NT " * P I CA L G R"' A `3' S W A L E 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.-----�
7. THE CONTRACTOR S,YHALL. NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
NTS EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
I 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
f - PROPERLY PERMITTED FACILITY AS REQUIRED.
�"�--i f F' (�'---� N -- � - ,' 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
�iI ; v - -� EXISTING UTILITIES DURING CONSTRUCTION. BEFORE: COMMENCING ANY EXCAVATIONS
"` _I - ` `,• 1 �J'• - M II I I`` IN OR ALONG ROADWAYS OR RIGHT- OF-WAY`.3, PUBLIC AREAS OR IN PRIVATE
xt�,J EASEMENTS, TINE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
„} 14j THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
V) 10'. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOI","OATION OF ALL. EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
1 f. EXISTING SURVEYING PERI"ORME.D BY - -_. �., a_� ,_ AND SUPPLIED BY THE OWNER.
12, THE CONTfRACTOR SHALL FIELD VERIFY AE.L DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DiSCREPANCIES OR QUESTIONS TO THE ENGINEER
f`"w\4_`A S S SWALE PRIOR TO INSTALLATION.
13, THE CONTRACTOR SHALL PROVIDE ANY AND AL-L LAYOUT REQUIRED TO CONSTRUCT
NT•wl HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14t: ALL PVC FUTILITY MAINS SHALL. BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL. AND STATE CODES.
r - METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES; SHALL BE THE RESPONSIBILITY
5 . A = 1-1 1 1... 1 r ,a OF THE CONTRACTOR AND SHALL COMPLY WiTH ALL REQUIREMENTS.
16 ALL PAVEMENT, BASE: AND SUBGRADE SHALL C✓OMFORMTO NCDOT STANDARDS INCLUDING
1 i I C,,, r. ^ i S
r.�,0 ,. ;, I--�i I-wI i I='� WOF,KMANw>HIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
--I o�
+ILu OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCL)tJT
F.. m_ y i = .tl -.I . I Ld TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
' -�i - rt" 00 171, ALL AREAS SHALL BE GRADED FOR POSITIVE [DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED .TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES,
18r CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS iII WiTH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
E �5 A19 USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
S T ( D'"N R A"° W„ . ` ! CHLORINATED RUBBER ALKYD, FS 'T--P--115, TYPE Iii, FACTORY MIXED, QUICK DRY'INC>, '
NON BREEDIN TINE REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
20 DUCTILE IRON SHALL BE CLASS 50, •
21, CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE !
STRENGTH OF 3000 PSI 0 28 DAYS -AIR ENTRAINED.
/ �,' f�f 22r FIE LE TE`.aTING SHALE._ BE: DONE; BY AN iNDEPENDENT TESTING LABORATORY PAID FOR t
� I BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
l PAID FOR BY THE CONTRACTOR.
,> 23. SEE GEOTE*CHNICAL EEPC)RT NC). _- a_.� �� , DATED _ _,__-., BY
-
,/ FOR ADDT'IONAL REQUIREMENTS. E­4
CONSTRUCTION SEQUENCE
;� �. � �`► � ,� \ 1. NO CUT SLOPE OR FILL SLOPE SHALL EXC,Ei�,[) A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL" TO 3 HCIRIZONTAL).0
1~. I E
2. NO SEDIMENT WILL 13E ALLOWED TO EXIT THE SITE, ALL EROSION SHALL BE; CONTROLLED
6' mil - C` /}y}J, INCLUDING SIDE SLOPES DURING AND AFTER COINSTRUCTION.
J! ` �, h h 1 z
„ ,, 3. ; INSTALL PRIMARY EROSION CC)PJTRCtI,. MEASURES BEFORE BE(aiNNIhJC� CONSTRUCTION INGLUDII�IG
3 ' �`-� BUT NOT LIMITS:D TC GRAVELL.E:D CONSTRUCTION ENTRANCE, SiLT FENCE, CHECK DAMS, ETC,
COARSE AGGREGATE } 1 INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS `.SOON AS POSSIBLE AFTER BEGINNING
CON« TRUGTEON .
4. ALL EROSION CONTROL MEASURES TO BE: INSPECTED AFTER EACH RAIN,,C>
S N "T' PROTECTION TO B CLEANED WHEN HALF FULL.
SILT FENCE, wil�T TRAPS, AND INLET' Sri �I
T E M P OR` Y GwRAVELLEU 5. IF APPLICABLE, CONSTRUCT PROPOSED RETEi4TION POND TO ACT AS A SEDIMENT BASIN
DURING CONS('RUCTiON. REMOVE ACCUMULATION OF SILT AS REQUIRED TO .ALLOW PROPER
N OZEN) TR U C T 10*4 N ONT FR A ON's ('03' E FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
"
NTS 6. IF APPLiCABLE, INS -TALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT A,3' NEEDED TO PREVENT SILT FROM •�
ENTERING STORM DRAIN PiPING. F
7. ' A 4" LAYER OF TOPSOIL SHALI_ BE APPLIED TO ALL NEON AREAS To BE GRASSED,
�, 14
� WIRE FABRIC-
i•
a
a, • . - FILTER FABRIC A
MIN. 12-1/a2 GA. "o
/1NTERMEnrATE WIRES'
�. LINE. DAM BOTTOM WITH Fit -TER' FABRIC" 2'
1;
�---- SPILLWAY
ri
�I�OaS ��ECTiON
ii AroR FABRIC SKIRT
Ir io ` FL.Ow D AS G?IRECTE D 8"Y ENGINEER
FO
r
mr uPN! C* i
m8GE.D M M
pot AL
�J'
NTS _ �`�- UNDISTURBED
14OTES• --SUMP CHANNEL BOTTOM
V FENS FAO B� A MIN. OF IN WI"IH ANt,
BOTTOM
5 - SHALL, HAVE A I>;,wIN. ►�' Sift uNE Y:IRE WIT'HI 12 STAY -VALVE BOX COVER CROSS SECTION _
' SPACING.
GRADE �--"- REINFORCED r=
I~A81�IC SHALL 'i�E FOR EROSION �CON"I`FI~OL AND MIN. OF .. �y,_
36 IN WIDTH. FABRIC SHALL BIF FASTENED CONC. COLLAR ' --
r ADEWATEL~Y TO THE WIRE F'ABRIO A5 IDIRECMD BY THE
TYPICAL.-�,
ENGINEER.
STML POV SHKI `K W­e'IN ANO "BE OF '"I KE ,
u � SELF -FASTENER STEEL, ANGI..E TYPE. ►� �,; '"'„ �
�..
~8 GATE VALVE
_.+ys
Q/�.
O POST SHALL K A MIN. Cyr' 6' IN HEIGHT LAND 3' � ,
t WiTH 2 OPERATING
� TO * IN piM�iE'i"ER. WIREFABRIC SHALL B�: FASTENED s ..�.._._......,_�. ,-.. TO WOOM Pw WITH NOT LESS THAN f9 WIRE STAPLE NOT � VALVE BOX
?' 1 1 2 LOW
WATER �► THREADED .•
�- 8 SCHEDULE COUPLING - �.
;aM.P.Q.- STONE E SECTION .A
B:MAI NI--~�7 �..
4
.I 0 PIPE
TS
CONC. PAD
--^•,.w..+-...N+mow
h :
` R
I 1 O --3 0 STANLE S 9O ELL r; «
1 i„
-)
TAMPED BA.IFI° L
ST'EELM TiE .RODS � �-
NUTS & WA:;TIERS-~-
I
VEGETATED,
FILTER
A
pi
t"
8�� 25 R > R
l L 0 W�I L , �... 10' UTILITY»• F IDT 13. 13.5
F, �15 CMP
3
(SPLIT I I
,�.iT N HALF) NTS. ,
BURY T EXIST, 18
0 ---VALVE E30X COVERS
r
T1 A NA l RA , GRADE L E
R
I
GRADE -.REINFORCED
' ! '45
J I CONC, COLLAR
TYPICAL R /W
1%
Au, dL 3 R 0'
EXISTING NATURAL3a
f.
ARCA T R AI N �_
I G EM 6 GAT VAL.VL.
UNDISTURBED,
WITH 2 OP ,
AT�N
,s t "�ALV�BCX-
P EW NUT
INK
` E THREADED a
WATER 6 SCHEDULE i
CETAIL -- COUPLING w
MAIN 40 PIPE
I�"
NTSown* ow"
10 UTILITY ESM T.
ELEV. 19,,25-
3 AT D F11..T R " ; a. tom--- ��.0 N C . PAD
�11ELE` '. 1 .001 5Qi' VEG „ 10' u1u. 10?' uTIL,
4 ...�• ---^ '"'r`"-- ESMT. ._.. RIGHT017-^ WAY ESMT.,
9r ELL
t-� ; -�- 0 STAINLESS H R. DITC
i EX I STI N r T RA,L. 2 %SHLi7R PAVEMENT WTH
_ .._
AREA T REEMAiN STEEL TIE ROCS TAMPED BAC KFILL
UNaIST RBE
NUTS & WASHER
t= C, i 4
�-1 / SECTION OF 7
�:, MA�t. a
I
1 C IS 0 LENGTH 1G GG �C1E r' �� �,a.� �--1 (-2 "311 MAX.
;.
r ABC 4i 1 MAY~``r'' 11,
SLOPE
E I;I SLOPE To MADE
CROS SECTION � � � •
j `" Typlicai Public Street X Sec�tlon
} 6 W01 I1 W No Curb & GutterNTS
S' Sm DTaBLO"'
C
NTS
I tpr:
N0
1
MST. AC
1.27
REQ. CF
2286
L
230
Vd
5
D
2
PROV. CF=
2300
2
1.17
2106
220
5
2
2200
3
0.89
1602
170
5
2
1700
4
0.57
1026
110
5
2
1100
5
0.69
1242
130
5
2
1300
6
0.57
1026
110
5
2
1100
7
0.52
936
100
5
2
1 1000
8
0.89
1602
170
5
2
1700
9
0.46
828
90
5
2
900
10
0.32
576
60
5
2
600
i 1
0.55
990
100
5
2
1000
M12
1 1.31
2358
240
1 5
2
24t10
8. 1
ALL DISTURBED AREAS SHALL BE `. EwEDE.D IN ,ACCORDANt,E WITH SEEDING SCHEDULE Aa
SOON AS POSSIBLE. BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
AREAS TO LSE SEEDED NO LATER THAN 1 `i DAYS.
&_4
ALL SLOPED
9.
MAINTAIN ALL. EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10!.
MORE STRINGENT MEASURES MAY BE REQUIRED 'TO HALT EROSION IF 'THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTI`JE.
11
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED P131OR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. ;
CONSTRUCTION' ENTRANCE MUST BI: MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
,
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
1110111,
2. !
ALL EROSION AND SEDIMENT CONTROL. PRACTICES WiLL BE CHECKED FOR STABILITY AND
OPER'ATiON FOLLOWING EMERY RUNOFF- PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
'TO
ONCE EVERY WEEK. ANY NEEDED REPAIR'S WiLL BE MADE IMMEDIATELY MAINTAIN ALL
I PRACTICES AS DESIGNED,
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RiSER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. �
1VOTES. 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN iT BECOMES ABOUT .,..�
1. SEDIMENT TRAP WILL i E CONSTRUCTED FIRST, 10.5 FEET DEED AT THE FENCE;. THE SEDIMENT FENCE WILL BE REPAIRED A NECESSARY
SUMP SECONDLY. TO MAINTAIN A BARRIER. W
T � ,IF ;5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
2... S;EOEIENT TRAP E-IE"I.C31'-i TO BOTTOM C SPILLWAY tCi
IlL BE ) LESS THAN O _ET
TO SPECIFICATIONS
IFiCATiCNS IN THE VEGETATIVE E PLAN T0 MA!�
N A VIGOROUS,
OR� S
,
.�
3. SPILLWAY DEPTH SHALL BE ONE FOOT: DENSE VEGETATIVE COVER.
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES „�+ C►
MEASURED PERPENDICULARLY FROM THE FACE ,,�„� •-� �
OF THE LARGE STONE. _ LO
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF PE R MAN EN') G I -.AS �I N G DETAIL U 1 �
•
900 CF OF SEDIMENT .STORAGE.
,�
G. DEPTH OF SEDIMENT IN SLUMP WiLL E=► 0HECK'ED AFTER EACH SEEDING MIXTURECp
STORM AND CLEANED AS NECESSARY E(MIN. ONCE EACH 6 IvIONTHJa). 1 E RIE.s�
PENS:ACOLA BAHiAGRAr 50
7. REMOVAL OF SEDIMENT TRAP WILL BE. DONE IN SL,ICH A WAY i 0 I
SEf?ICEA LESPET3EZA .i0 I
AS TO LIMIT SILTATION. COMMON BEifJUDAGFRS 1° � Eiv1�'C�F?1gR" FALL GRa�, S 1��'G DE iTA,IL � C,.i- t�
GERNIAN MiLI_ETf 0
TAL" FESCUE `'° S E ED I N G MIXTURE
0,4(L1 WI cr) e-1
C
tC.NT mA �E,EDIIIG NOTES SF'I:CtES RAT lb 'acre e�
.� E_L_Z ._._ r�
1. WH17RE A NEAT' APPEARADA' E IS DESIRED, OMIT SfRICEA. Rye'! (grain) 120
2. USE: COMMON BERUDA 11ASS ONLY ON ISOLATED r1TES WHF RE rT !>NNOT 13E- r.y
COME A PEST. BE:RMUDAGFLASS AIRY BE RE;PI,A,OED WISH 5 Ib/acm CENMEDEI'RASS.
SEEDING, NOTES � 0
SEEDING DATES e"'isNT��N�'LAN alna' �I�D���Ni 15 AUG. 15-DSc 3(l
APRIL I - JULY 15 Ew4
(
SOIL AMENDMENTS „
SOIL AMENDMENTS -
7-1:t.LOW SOIL. TENS OR APPLY P,000 LEl/ACRE O ROUND AGRICULTURAL e
APPLY UME ANi) FERTILEMR ACCf)RDiNG TO SOIL TIVS, OR APPLY u,QIDO lb/Irrei 1 A[ 51'OtJF AND 1,000 1_[dACRE 10-•10--10 FERnt-17ER.
GROUND AGFRIGUL1'URf- LrARVONi AND 500 ib/ocre '10-10-10 FERTLIZER.
BLOCKING
DIMENSIONS
PIPE SIZE
'
UP' 10 10"
4g"' o"
,0-6wa
2
1 a-awoa
1 2" TO 18,E
59-09f
4"-Cs"'
2$_ .,
LTT 24to
8'-000
51-0"
3s- ea
_ MJLCH
APPLY 4.0L10 LH/AC.RE STRAW. ANC14OR STRAW BY TAKING VVI1H MPHALT. NETTING,
•
MULCH ON A MLILGN ANCHORING TOOL. A DISK WITH RAMS SET NEARLY ;37"RAIGHT CAN BE
IJFED AS Ar MULCH ANCHO ING TOIL
APPLY 4,000 lb/acre GFAIN STIRVOaR EOLINAL.ENT COINER T=' ANOTHER SUrrAEiLE:
MULCH, ANCHOR BY TACKING WITH ASPHALT, ROVIN11 OR NFT LNG OFF W CRIMPING
WITH A 04ULCH ANCHORING TOOL, A. DISK WTH BLADES SET NEARLY STRAIGHT CAN BE MAINTEMA.NCE.
USED A5: A MULCH ANCHORING TXL.
Repotr and refertzlize dama"d ,areas immediately, iTopdress with 50 ib/acre
nitroci¢n .in h/orch. If it: Is accessary to extend temparrary ever be'
` June 15, oversees!! with 50 Ib ccr`e Kobe Piedrriont and Coastal ftinl
lAN I / C
MAIM F.i� E
R.
�
�(
�f
. or Korean MountEains Les Pdeza in lattr IFebr`ua or sari Mnrci�.
��� I
�` \� ••.• '�/�;
REFER111LIZE TH17 POLLOWiNG APRIL WrrH 50 lb/acne NITROGEN. REPEAT AS OPOWTH
SOCT•,
R IF, .a. MAY BE MOW:1 ONLY ONCE A A}R. WERE A NEAT APPEARANCE Psi
EQU E Yi
�, ••• � ••� 'd.+
p • r
., ` . r
DESIRED, OMIT 3f:RI0EA Ah10 MOW 1t5 Of`TI:N AS NE:Ef?ED.
LATE WINTER c�c EARI_'Y SaPRiI'�G S F. A 1.
w y TEIVIE- ORARY URAS)SING DI TAIL � �
TEMPORAL :>U(��IUEI GAS I IC7 DI.T�,I__ �� , 17374
FADE:. SE:E_DiNG MIXTURE
' ftTURSED SOIL. SE:E�DING MIXTURE S¢?E.GtES RA7 Ib'cicr%tA
> ✓ �.
'.' SF .t IESv RArt: tb.�7cre ye (gran)
Annual les edezc' (Kobe in
GERMAN MILLET" RI P y
.......... t `' �' « j Korean Pie ni i t>tou kGt and lnsal Plain, 50
_ IN THE I IEMMON1 AND WKWAINS, A SMNUL-STEWME7D SUNPANGRASS MAY E E )
SUBSTITUTED AI' A RATE OF 50 IJ:II/ACRE. omit annual lesprdeza when du-otlon of tempo'ory covor is not to extend
0. SECTION -PLUG ht yond June.
SEEDING NmES ..o
SEA€�DIP�G DATES: 4, SATE 06280C)
PI -AN -BEND a.n
9tiCUNTAlN9 -- MAY 15-AUG, 15 �,..;,:. bra �y�r
PIi:DMON1 -- 'MAY 1--AUG. 1F.i Mountains - Above 2500 ft: Fea. 15-May 15 DESIGN P `jT
t:.!` i"OASTAL Pt,AN - APR. 15--AUG. tl Below 2500 ft: Feh,, 1-May 1
`+; Madmon: - Jan. 1-May 1 DRAWN 1AtL!
Coastal Pbaln - Dec. 1--Apr. 15
R SOiL AMENDMENTS
TURBED SOIL, SOIL AMENDMENTS TA IL. FQt.LTJW Rf.COMMEVATIONS OF SOIL, "iESiS OR' APPLY 2,000 1E/ACRE GROUND ,AGMCUL
TURAL UMESTONE AND 750 l.B/ACRE 10-1C..-10 FEFTiil1ZER. Follow re.commendotions of soil termts or apply 2,000 ity'acre grund agrlcul- � -
iurai limestone tend 750 Ib/'acre 10-112-• 10 fertilizer.
MIDI -:CH
PI -AN -TEE SECTION -BEND & TEE' m A�MULCH ANC K.IRNGT1OOLAACVX WrTHySLADES� LEI' NDPL.Y�STRA'i(TNCAN �iBE APPLY 4,000 ACRE 'STRAW. AKHOR STRAW BY TACKING iTH ASPHALT NETTING BY
1JSED AS A MULCH .ANCHORRING TOOL. )R' A MI.I�.C:H ANCiHDRiNG TOOL. A DUSK WiTTI SLAWS' SET NEARLY .TRAIGFrr CAN BE
I.J;*FED AS A. MULCH ANCHORING TOOL.
IEEEI MAINTErIANCE: SHEET 9 OF 9
NTS. REFERTiLiZF IF GROWTH IS NOT FULLY ADEQ UTE. RESF•ED, REi"E'RTILIZE AND Mtfu'H IM-
MAINTENANCE
MFDWTEL" FOLLOWING ER0810N OR OTHER DAMAGE. flefertiliza If growth is rr'ryt fully gdequate. Reseod, refertilize grid mulch im-
in(adlately followi iq erosion or other damage. 98144

..w...wM ..,...,«
o►rj REVISIONS
SOte
ate Description By
421 `
Ca O Oaks r•
n G,ountr ¢, t
d q®R�
Id
(3c de
I
Grave pgtal'�Mq'q „-..»•-.,•�.
,.4 A;4i p
R� y
t ,
Sood Bar Lane
OD Heoithdiff
p Road a......
V1fil i �
• r
00
i
�unris Lane
W
m /
VIVO,
•FNT
r
Mildway Mobile
1
k� It If ,
Home Park \ ,P-- 0) `.
.�
•"�''� �� '�- •t�D ,,ram
% 1
/ -!-
�!725
"e,
.............
'00
-9 law
LJ ".23 00r,
00
26 L
, o 25 /v 4�) Z
cn
ca 2
218
43
E 3 I-ol E-1
20
29. 4 Ca �•I .wM "NAP �+ .. �,� o. ; �yS, _ -✓ /' )
� •27.2 / •� Lam.,•-•-- .,"'. � a..�-x-', a ° ,16" � ' w�" ' '"rr' �''"� •• .,�,,..,•. .. �^�w,`` �` .rL• �,,.- .,. � r"`"� ,�..�--'�-2Ci i_F OF 1 '" ��Fr
OWN
.w.�..d....rr,.w •.»...mow, •- , � f8.4 f x + � ~ a f6.4 �C? 1 «.✓' `` w. ` tt.E9:0 �r"�•• ^ LEVEL SPREADER
04 U
• 27.4 f / 27.a / • 2a,B''~ /I `SEI�. SHEET 1 �rV)
` l • 4,7.7 t zr.6 x✓➢ r lr 29.1 , , 1 ; 1```W •:.. iA... , ,� ,/ ti
00
1 ` a • /, : • 27.2 )127.4 . '` ' »♦ ( , _ , .'t ^/ "" , .eteC ,- tb Eck "`""r ,,,p° "ilifib•. `'. .,.•'•'''' ,--•-'"'.. 1.l,.A ...... .,..,.. ._ 'v..'
L. 8 0 k Qi
,,,.,..
r A 0 P
i
1 16 > f A. FS j y" l 'k t• ••'--w 4cri 7 , .,.«.^^ sB.d,,,,..+ '*-w. ,�» ' t'W°' 1 'r .. ., 8
r ,,., "
f ..
f }•
F{
r
s,
t s"�•w ,t ,"fy: `""..'�."• �w:'"'" +'wr.�...r.,. ..r..w..-.., p' ,.....w�...:.w*""'-,-.,�,,..,,• �,.+�.'• .,,,... r,,,,,,. J 1 1 r �, ,,..,:+"""'" .,,s.. 1.. h
F i'Y ro,•w..a ., za,,r 2 ....-• •��-"• «r« �.� +».w...:.. ...»...a„+..+ ,r'^^r """..' ;a'•+*,.,,,,rr''^` , ` ..+,• ,.,, f
19
22 8.7 f F y ,J'� 1
r '�" .....' _ ' • 28,7 '" ° •,.,,,• .. ~`'' ti, , 2.12Y,� `-°"�, r �» 19.7 "••.rr .,
�` r
/ 4 �''� /., . + 27.•3 27.4r • _ N i'' C F`�' l- r,,,...,, + 18.'
J 2a8 +a.2 -t` 22zi� p: i' 2�,!:, o. aC. �6G
FF '� L
�y�• 0
,
. /.�.. / � 1�. •"4� "' +/n..�'•' i .. .." .,,,,,.«- :,• g%'!CC,T.
r 27,0 t �"! (.",'f"' V a ;, f r r ;r..... vl
,
IFF o-
j/
+ W
•
(V
,
/ 11 e,
J Y
FI 2 6. FF f 1 «:' 1,...... •'.: c , ' j ••41)
_ ,� 2 6 ,� . , 5 22
2 6. �5 FF � ,,-
2fi,i , f , 'r F
r �. -� D.I.DiN
4•
I�
r' a 11.
2&0 ; s i
•' , _
/ 0
1 a. ,7
r' £I 'f
t) 'M
';. ..r •^i°"�'°'', Y !. . ••' t.' '.�' j '. :: �`••.,.� ;, ,., A•:?7.9.... '{ .�� � \ . ,t� � e 1 Z ..a 1!,_'' ,P.t , a,.W
l • ,
, .• y
. a r. . 1 . • •:' °: :4• _ ..f .. 27.tS ,. , ,, ! V .et !• d� 'y
7 + s8.8 • ?b.l! \ V ' a 'IL'i `!;Lll1 .'i:• .,� owl -
Oak Y: ' y / ! a �i� f f f Q %Q Jr �r` �•�.
28.8 tl °C- ','^�, ' '" :"",1r"�?1 #- i/ "l/ i ♦ V i t :.,�
q
�•� p _ 7
, p/._. • 2q.iB / � ',w . '+' r t,., w:,�,....rwt ♦ ,+«• A,T�n'o":1� � �d ' K � r` y� � �• �l�+r r .. ,
! °W 2+8.6 Y .1 { to 'a5 ,r ~4 .°r' j ).a '� l j i ✓ ~� �� ( 1MI F,E` s.,ia •• "
26.3 I ,4h �, p 24 , f r • 14. i Q IIyV• 12.9 (� 1 p��
(• �( � f .t�' 61 b � �r/5'x 1 i.I %� � 8"LrD 'O' , �C 4 +�
1 4' / 1 \ Y tt��
/ �� Oak �, ��s Yr _. _.�,• /� 0 t � t r •'" s'"
r
i ^�Ta f
d
1
` / /, a+✓ ' p( i t - _ � i "� f ./ > 1 �'.• a"` "�^a• i. r. t` � <.. � � ",•"""^,• _�.,.�. � (mil j]
rzj
' j 5,2 �y7
�i.� f 27.2 tt J. h' `0 " • id 8 5 I�
/ lb t } • 28. , � 2� O �w �.- • � ate• a ��,. Q�
f
t :a .f
.w
f n
4� RIM R ,° •f `i.b .N, S r'". .,. st s '.♦ �. .; ♦•,. •! ,'�'�rR,t.. .♦. ... r. ,a•,a `r ro
_""'Pa o 2 '"' ( r`' j \ ••a / • 1� ;,� •f • ' �' �. . , 4 1 + B.4 Tom` �11�
` 1`. • ��'�g(q\)/ +�yy� I"1?U S 4 V r/! ,•,, t' .i 'l ' �,,7ttXk a : ' ♦ ; �. ►�
l I • 2Ei.5 Ka 'f T.7' , '- I V � a/.� •�ll. 'R "�A°' w.�-.-,..,- 4x.� "f � x' •��� 1.; •� q 2.e �M
1 [a t 6 v is PJ
r
/p°M"�»,,,, F: , . , .. .,.. •. .. ,. - . ; � ,. r ;a 1' yr. ,rr /,/
:• 2 is �,��'"
,
. • r J !�-1
. /
/'� 1 .�. .. ... .. teak "•` /
' {„ ,; :. ,. .., ..F.. .: is .. ,' ,•. .• ... A ,:: .,'
• ., o ro a
,., rr L w r a ,, .. .t♦ r M/ N•*'. ,, r.,, ," a ;- ,.. ..,,ir: .J .. 9 ..• •, .. ,. J
4
,. r r s { I
r�A, ., .. , . ,
_- a6.917/ • r 1 A
� ..,�„„ p� 'to
1 `
4 8 Yo 3 31 a t. +' i �, e,1�: „ '-- ,�'�" .�
'j� ZZ r
J
:
3 7 (� 25.t 00 �' !.° � r 2 :4 4 6, ?. 2`� !� � !r 1'` ,'T .� ^..., n ✓ •� '.•�' "" � ! '� G�
11 J [ .. + r \ , i Y' f ✓ ` r ( ''�7 7tJtJ'^.- _ Pf «."'' t �,OwA•' •� �""f
/ / t�agnaH a z8.a ~ _,i + 25.4 «✓r �.r I�bk !; J` Z0.s ..wy �%!�°C1Y F/O p0.
er/ ,` N �, w 8 • r.{
.,,, • :,z.r ,,� • 10,E U.,r7C.l0y�,. .-�' .f"' ,•°'r j,,,„ ,,,.. 4'
8,
�,,,,,,,.Yv. , t . � ? i J •f♦p�e•, Yr•wnet„ ° 1 . '' /. , ra"' „« ,m �
F F 25, 5 FF 2 5 . ,'"� _ _. F Z. , ',r AQ r F F ..•. �,. ••+r r ,�,, ,/' 05 44 0 >4 .,
F`F 2 6 „F----- -- -- w F 2 • R• ,7 r FF 'I $ . 5 ,,�- �yA j • r-+
/ / l F 25 k FF 95. i _-- _~� �,,� _�- M . F. 2�: � � i �"F i!3. .4
/ rq i FF 19 FF 1� 8. ✓ «.�' ;" ram: � �• � � 6 'd" r� A� �
ar_
y.
/ A'y7 + 2g.a • 24.ts f .�..w-.✓ ,«,:. .w .�. . :� k� , t r « .�L r... �+.w....,. .'...•M"� ^''� 'wr P�'.'i""• ..r""" r,,...• .✓ �" 0
:6 f . - 18 F♦EtS. 11 10 �ii.
• - w " 13 I *E.S►� {p,, f r ' • �""'., K,--' . TST IV 1
/ / I Nit'.; 1 9 .y , q Ii 15.2 ,.. t r 4
/ f 24.8 ! / ►�/ {t' !�/ ��eyj1 �1lp�tL1= 1"' p ,. ««rr /j+��af•y� f�/ 11pM�.�j�1:yq .sw{. ( •,ty""r.�YNp �� "�
f i / ♦iF A 1 4. .'!'' FYI 7 "YP7' lry, y , 1 V I, 1 o N 1 8 i•.P. °-- , r 1 „ +►�-wr r� �✓ `
f • 261 4• / l r 1 j • A0.9 ^ - " r f w , ~ ✓
e • 24.8 � 2b.4 � 2b.;1 «, . _,. 25 tr� e t o tt w X � , ': �L , • i,/► �1
0*0
_
wwwa mit°•w 4wY M Now 4woo mom � � . + + � / y %� r'
^��" ✓ W G IJ o'JV'� YY w ". N mow.w.,.!w iM 'PA .�ry .N .�• ...�! w,.� .•M� �;'a Y « w i ;� y
25 ,. ~"r W 5 w�..
.. 9 T _ � 2ae , �' t r .r•
_ . rF _
} d " AtA �g �p q r « r� r� a w r ( I yQEND
• �+ • 24.3 • 28.1 ■*-•�.r ..7a 1 SWAiE 930 t+n � L Y i/' �� G. � 16`(t �' (k� '� � 1 011,� /t � � �r� � �� �'/�r µme+
Ya� ,.s/'---^----'^q,yM^..-w.a^'wr.,..,.'�+,,,.'e^1A.49.4,.«.°-..,."..p$-"'^..v,..�...«.•wr wr-w»wr�.'»."-r,y,.,.,.'.+-yw•.�.^e°'�SMe� J/ Qali-,.«.ib.;• a ,,,p ...., r � � t � � ,.. ..,,.,. �. ...... .. •.a .,.,..,. .. .,„
�" '' ,r•�' `°�.�....,,.,..�.�,,.-----�. �--�,. -� '`% ^•p � � � `���� � �. �.�5 Ex ISTI N O C��I� Q R .�....�.,�..�
. ...�.•-• . 42 .24,ai EXISTING SPOT FLEVATIOh� � �
113
�PR�JPO EO SPOT E I i4.•w • 2Ei0 • 7Ai5 • 17.1 1' 11.9 •
Road S. R. 1140Public R1W) LEVAT ON � '•• ��
Myrtle
J!! 1!! t DROP INLET w/INLET PROTECTION � S 9 A L �.
a
STORMWATER RUNOFF DIRECTION
.'--"-'s-"""r----'r"'-wr• r.«'»-.-»-..wnv......--'a"wr`.�.--."w.. '.•r-�,....'«.,-�w• wr'-..�..-...f,w.� �+«�...,a+--^-'^rt"^°w'�'....+r'--^-'-"""'t'Y�r-..r-'.w,.-.+.-.rw,+x•-^.r.....wr..----•+a w«--w.•w+•.-..+-'-wrw...-•,--w..n+...«.r�.r-+-r,.wr-w.«:*..• '+r ^.�.w.r�• ,yrr�tr ... �, `�' « �'�w
17374
f ,•p
! ! +� . , :.. •`, ' CONCRETE AREA �'��� w'•• t °,••`''`�
e®♦r wW aw aerww wwaw *•q+e m•w ° • wo am 4tw•1,• .r . awwu �. _
1 da �, LIM°ITS}F DISTURBANCE
• 4Y/Yy •II�Mt wwr• flq•I• ,rra.a t•1•Y• anew $Now 1�Mw gt1iW •••wM1f 'wwr ••pw• T..w• erg• q 4 rrYM wr 4w+hc► w••wr �Mllr wr �• •Ii1Pw 4waie ,,,y r-. •�•.z�,- g
7
TAT ..�/
tvami
No. DATE 0.6- 28- 00
AeFE&
DESIGN P'GT
DRAWN! J K
1)"PICAJL TOWN HOME
PLAN
PRWYM 1, A
JUL 1 0 2NO
SHEET 2 OF 9
�.�
'"� .d.......w«q. •�. �•vw....».�..�.,.T------- .»Hwy:.._......�.«�.._._.._,�...�a«t,._...w�.•..�u.._...�...r,_....,�......,....:....w.,.n,...._..»...w.. _ _

Stormwater Narrative
February 25, 2000
Re: Deer Crossing
New Hanover County
TE 98144
STORMWATER
D E C E I V E
FEB 2 8 2000 D
D E M
PROD #
The Deer Crossing subdivision has a total tract area of 63.77 acres. Runoff from the
subdivision will drain to Everetts Creek classified "SA". Design of this project is for
low density with roadside swales. 119 single family lots at 2,650 sf per lot, a town -
home area of 19,400 sf of building and concrete, and 194,626 sf of asphalt roads and
parking are planned. The sum of impervious area is 529,376 sf. The project built upon
area is 19.05%.

05/03/1996
01:56 9107635631
TRIPP ENGINEERING
PAGE 01
TRIPP ENGINEERING, P.C.
419 Chestaut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
Q LETTER OF TRANSMITTAL
9evlev
Job No. 94b I A 1
To: Date:
Attention: Lmm Subji
Ci.6
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
These are transmitted as checked below,
, f For Approval ( ) For Your Use ( ) Sign & Return ( ) Review
Remarks:
Laids- TWO
cc:
. zj .

06' 1 8/1996 23: 21 9107635631 TRIPP ENGINEERING PAGE 01
M."
TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] - FAX: [phone]
st'l it, aryss
)n-b No. '9e)1'gW
LETTER OF TRANSMITTAL
To: Date --
Attention: LON1176 LAUJIS _Subject: "bMe CAM'Alb
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I arnsending you: ATTACHED UNDER SEPARATE COVER
)Prints Tracings Copy of letter Specifications )Other
Copies Item No. DeScription
These are transmitted as checked below:
( ) For Approval ( ) For Your Use Sign & Return )Review
� J-
_,;WdW7T7
10 W
Signed: (,'bkV149 0,

June 28, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Noelle Lutheran
Re: Deer Crossing
SW8 000245
TE 98144
Dear Noelle:
We are responding to your previous discussions with Tripp Engineering about the
22.9 acres of conservation area shown in our plan. This 22.9 acres will not be developed
in the future. I acknowledge this property can be sold; but it cannot be developed.
Sincerely,
Wilson Ki
N & K Development Co.
RECEIVED
JUN 2 8 200J
Dwe
PM#