20010894 Ver 1_COMPLETE FILE_20010613

WAIF
OF ROG Michael F. Easley
Governor
99 ? William G. Ross, Jr., Secretary
>_ y Department of Environment and Natural Resources
O `C
Kerr T. Stevens
Division of Water Quality
June 26, 2001
DW Q# 01-0894
Gaston County
David Cuthbertson
Craft Builders, Inc.
2649 Breckonridge Center Drive
Monroe, NC, 28111-1397
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Cuthbertson:
You have our approval, in accordance with the attached conditions, to place fill in 134 linear feet of perennial streams
and 0.49 acre of wetlands associated with the South Fork Catawba River in order to construct the River View Subdivision in
Gaston County, as described in your application received by the Division of Water Quality on June 13, 2001. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3287,
which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use
Nationwide Permit Number 39 when;it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying
404 permit expires unless otherwise specified in the General Certification.
This approval is only val' for the purpose and design that you described in your application. If you change your
project, you must notify us in t'riting and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible.for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre,. compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification as well as the additional conditions listed below: ,
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds and a 50-foot riparian buffer along the South Fork Catawba River. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later). A sample deed notification format can be downloaded from the 401 /Wetlands Unit web site;
2. The culvert at the perennial stream crossing should be placed below the streambed elevation on both ends in order to
allow aquatic life passage at low flow;
3. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural grade
restored after the Division of Land Resources releases the project. All measures included in the approved sediment and
erosion control plan must be strictly followed throughout construction;
4. An additional condition is that a final, written stormwater management plan incorporating a stormwater wetland shall be
approved in writing by this Office before the impacts specified in this Certification occur. The stormwater management
plan must include plans and specifications for stormwater management facilities designed to remove 85% TSS
according to the most recent version of the NC DENR Stormwater Best Management Practices Manual. Also, before any
permanent building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed and
operational, and the stormwater management plan, as approved by this Office, shall be implemented. The structural
stormwater practices and well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
n 4 n X00 1 -loc /..1. ,.....\ no n 170 con? I{....\ L._. I-n .. ...... ................ --I
Page -2 of 2
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Pete Colwell in DWQ's Mooresville Regional Office at 704-663-1699 or Cyndi Karoly at in
Raleigh 919-733-9721.
"-A?Vp
Stevens
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWO Regional Office
Central Files
File Copy `
Christopher Estes, 515 Pembroke Drive, Weddington, NC, 28173
010894
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name River View Subdivision c/o Craft Builders
Project Number 01 0894
Recvd From APP
Received Date 6/13/01 Recvd By Region
Project Type subdivision
County Gaston
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
39 BLHO Y _0N F- 11-129 WSIV CA 30,835. 0.47 13
F 134.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O YO N
Have Project Changes/Conditions Been Discussed With Applicant? O Y 0 N
Is Mitigation required? O Y 10 N
Recommendation: O Issue0 Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 351653 Longitude (ddmmss) 810542
Comments:
The project is located on a 86 acre tract on the South Fork of the Catawba River near Lowell. Prior
to clearcutting the site consisted of a mature mixed hardwood forest on relatively steep oiling terrain.
A small perennial stream flows along the west side of the property and a small intermittent to
ephmeral stream is located along the eastern propeU boundary. A wooded buffer has been left
along the River. A relic bottomland hardwood forest (0.69 acres) wetland remains along the River at
the eastern side of the property. This wetland has problably been maintained by the runoff from the
adjacent hill slopes. It does not appear that the River overflows into this area very often,
cc: Regional Office
Central Office Page Number 1
Facility Name River View Subdivision c/o Craft Builders County Gaston

Project Number 01 0894 Regional Contact: Pete Co WE
Date: 6/25/2001
Comments (continued from page 1):
stream to gain access to the northwestern tip of property along the River. Approximately 0.49
the wetland area w*11 be impacted for the subdivision road along the River. The remaining wetl
well be incorporated into a stormwater treatment facility for the subdivision. The applicant has
indicated that a wooded buffer along the River would be preserved.
The MRO does not object to the project subject to the approval of the stormwater / wetland fact
design The following conditions should apply:
V and The stormwater / wetland facility should be approved prior to the desturbance of the wetland
and should be operational prior to occupancy of any homes on the propedy_
2) The applicant should be reminded to strickly adhere to and maintain the measures in their ai
erosion and sedmment control plan.
The culvert at the perennial stream crossing should be placed below the streambed elevatio
allow aquatic life movement at low flow.
/4) Deed restrictions should be placed on the remaining_wetlands, waters, and a 50 foot wide rir
buffer along the River,
cc: Regional Office Page Num
Central Office
EstesDesign
Environmental Design & Consulting
June 8, 2001
Mr. John Dorney
Division of Water Quality
Non-Discharge Branch
401 /Wetlands Unit
1621 Mail Service Center
Raleigh, N.C. 27699
0108,94
r,_.
EI,
Reference to: River View Subdivision Pre-construction Notification Revised 5-22-01
Dear Mr. Dorney:
I have included seven sets of a report that contains location maps, USGS quadrangle maps and
proposed development plans along with the Pre-construction Notification Form for the subject project.
The report contains a brief description of the proposed project, the project's purpose, direct and indirect
adverse environmental effects and a compensatory mitigation proposal.
Included as attachments, are seven sets of proposed development plans by Meade Gunnel
Engineering & Surveying. The plans indicate the FEMA 100 year flood elevation and illustrate that the
proposed work: does not involve discharges of dredged or fill material into waters of the United States
that results in permanent, above-grade fills within 100-year floodplains (as identified on FEMA's Flood
Insurance Rate Maps or FEMA-approved local floodplain maps.)
If you have any questions please contact me at [phone].
Sincer ly,
C o J. Estes, RLA, ASLA
Cc: Meade Gunnel Engineering & Surveying, P.C.
File
PAYMENT
515 Pernbroke Dr. Weddirigl,n N.C. 28173 Prone / Fax [phone]

River View Subdivision
Town of Lowell
Gaston County
North Carolina
010894
Pre-construction Notification Form and Supporting Documentation for
Nationwide Permits that Require Notification to the U.S. Corps of
Engineers & That Require Section 401 Certification
Prepared for:
Craft Builders Inc.
2649 Breckonridge Center Dr.
Po. Box 1397 28111-1397
Prepared by:
EstesDesign
Environmental Design & Consulting
595 Pembroke Dr.
Weddington N.C. 28173
May 22, 2001
PAYMENT
RECEIVED
Table of Contents
Report
Introduction
Jurisdictional Waters
Project Summary of Waters of the U.S.
Results of the preliminary discussions with the USACE
Summary of the Proposed Impacts
Preliminary Planning for Impact Avoidance, Minimization and Mitigation
Proposed Mitigation Plan
Threatened and endangered species
Cultural Resources
Aquatic Habitat
Conclusion
Pre-construction Notification Form
Agent Certification of Authorization Form
Exhibits
Maps & Aerial Photograph
Data Forms
Routine Wetland Determination Forms, USACE Channel Evaluation Form,
NCDEHNR Channel Classification Form
Proposed Development Plans
Overall Site Plan, Detailed Plan Key, Detailed Plans Sheets & Wet Pond BMP
Plan Sheet
River View Subdivision
Gaston County
Pre-construction Notification, Nation Wide Permit # 39 May 22, 2001
Introduction
The site is currently zoned for single family residential located in the town of Lowell, Gaston County,
North Carolina. The existing land-use in the vicinity is single family, light industrial, and institutional.
There are approximately 1.453 Acres of jurisdictional surface waters and wetlands on the project site.
There is approximately 2070 linear feet of stream with important aquatic function. Approximately 95
percent of all streams will not be impacted by proposed project. Approximately 75 percent of
jurisdictional waters, including wetlands will be preserved and incorporated into open space within the
development. Wetlands, which will not be disturbed, will be protected during construction from damage
due to construction traffic, drainage and other forms of disturbance. Large areas of contiguous wetlands
and floodplain will be preserved and remain undisturbed. Unavoidable impacts to streams and wetlands
are proposed to be mitigated by buffers, vegetative stream stabilization methods and the installation of a
planted wet pond BMP. Undisturbed wetlands, streams and their buffers will be protected by restrictive
covenants
Jurisdictional Waters of the U.S.
Means and methods
Preliminary investigation of jurisdictional waters of the U.S. onsite was done according to the U.S. Army
Corps of Engineers technical report Y- 8 7- 1 and Appendices, Corps of Engineers Wetlands Delineation
Manual, January 1987, Final Report. Additional data was acquired using the U.S.G.S. quadrangle
maps; the applicants survey plans, and the applicants proposed grading plan, USDA soil survey of
Gaston County North Carolina, aerial photographs and site visits. The preliminary method of choice for
wetland delineation was the level three Routine Determination.
General wetland classification description
Wetlands on the site can be described as Palustrian forested scrub shrub frequently flooded and
seasonally flooded. The site is within the drainage basin and has a tributary to the South Fork Catawba.
The majority of site is moderately sloping forested land.
Vegetation
The forested head water wetland areas are dominated by facultative wet and facultative species. Trees
include green ash, tulip polar, cottonwood, red maple and sweet gum. Under story and herbaceous
strata include flowering dogwood, alder, smilax, sedges, soft rush, may apple, and jewelweed. Where
the soils are more saturated obligate species such as Black willow and Arrowhead are present in sparse
population.
Hydric soils
The site includes Chewacla (Ch) soils. The soils listed as hydric soils of North Carolina and are mapped
units, which consist of frequently flooded somewhat poorly drained, moderately permeable soils on flood
plains according to the natural resource conservation service Soil Survey of Gaston County, issued May
1989.
Hvdrologv
The wetland areas on the site are the result of surface runoff and high seasonal water table over a
clayey sub-soil. Wetland "B" indicates characteristics attributed to a hydrologic regime of frequent
flooding. Wetland "C" indicates a hydrology attributed to a frequent high water table.
Project Summary of Waters of the U.S.
Surface waters
Perennial streams ..........2070 If (important) 0.766 ac.
Ephemeral steams ......... approx. 240 If (centered along east property line)
Wetlands .................. forested wetlands .......... 0.687ac
Estes Design 515 Pembroke Dr. Waddington, N.C. 28173 [phone]
Kiver view 6uaaivision
Gaston County
Pre-construction Notification, Nation Wide Permit # 39 May 22, 2001
Results of the preliminary discussions with U.S.A. C.E.
Mr. Steve Chapin visited the site and gave his input pertaining to areas of concern. During the review of
the site with U.S.A.C.O.E. it was recommended that the perennial stream be protected to the extent
feasible. A previous pre-construction notification and 401 application dated January 15, 2001 was
withdrawn. After the application was withdrawn, discussions between the project designer Meade
Gunnel Engineering & Surveying, Mr. Pete Colwell of N.C. DWQ and Mr. Steve Chapin of U.S.C.O.E.
resulted in the proposed wet pond BMP-design. It was mutually agreed upon that the wet pond BMP and
other added avoidance and minimization practices could mitigate all impacts for this project if formally
accepted.
Summary of Proposed Impacts
NWP # 39 Perennial (+/- 134 If) +/- .023 acres
Wetlands .466 acres
Total NWP #39 +/-.489 acres
Preliminary Planning for Impact Avoidance, Minimization and Mitigation
Consideration for environmental and regulatory issues was incorporated into the design process to
minimize impacts to the extent feasible. Approximately .34 acres of wetlands will be preserved, stream
buffers with a 35foot minimum width and a wet pond BMP with a 10' minimum width planted littoral shelf
have been incorporated. Temporary construction impacts due to clearing and grading activities will be
the most disruptive impact for this site. Therefore the following avoidance and minimization practices will
be taken:
1) Silt fence & barriers, sediment traps, check dams and diversion ditches.
2) Construction barricades to define construction limits and tree protection fence for tree save areas.
3) Pre-construction meetings to inform equipment operators of sensitive areas and precautionary practices.
4) Restriction of vehicular access to sensitive areas that are to be preserved.
5) Regular and frequent inspection of erosion control and access control practices.
6) Delineated wetland boundaries will be clearly marked prior to construction to prevent accidental damage to
wetlands and tree save areas. Contractors are liable for unauthorized wetland and tree damage not authorized by
this permit, specifications and plans. If necessary pre-construction meetings will be held in the presence of USACE
and NCDWQ officials
7) Project construction will strictly adhere to an approved "Sedimentation and Erosion Control Plan". Best
Management Practices will include utilizing silt-trapping ponds and other erosion control practices where
appropriate. At no time shall staging areas for equipment and supplies such as fuel be located near surface waters
or the delineated wetland areas.
8) As required by the 401 Water Quality Certification conditions, measures will be taken to prevent "live concrete
from coming into contact with waters until the concrete has hardened.
Proposed Mitigation Plan
Preservation
A mitigation plan is proposed to preserve the existing perennial stream all of wetland "B" (.268 acres)
and a portion of wetland "C" (.072 acres of .419). Preserved streams will be protected and enhanced
with a 35-foot wide construction buffer barricaded with silt fence to the extent feasible as shown on
plans. Buffers will exceed this width in some locations. Areas within buffers, which have been cleared
due to the grading requirements, will be re-vegetated with native woody species. Ornamental trees and
shrubs such as ligustrum and eleagnus species, and typical lawn grasses shall not be utilized to
accomplish re-vegetation of buffers where required. Preserved wetland areas will be barricaded with silt
fence during construction and protected with restricted covenants. It is proposed that these reforestation
guidelines be counted towards the mitigation of wetland losses.
Estes Design 515 Pefflbroke Dr. Weddington, N-C. 28173 (704) 1341--1779
Kiver view Subdivision
Gaston County
Pre-construction Notification, Nation Wide Permit # 39 May 22, 2001
Stream Mitigation
In an effort to enhance aquatic life and reduce impacts to the stream, it is proposed that plunge pools be
used in lieu of standard riprap aprons or concrete dissipaters at stream crossings. It is also proposed
that Soil bioengineering be used in conjunction with the plunge pools for additional bank stability and
aquatic habitat enhancement as mitigation for stream and wetland losses.
Storm Water Management
When designing the storm water system, consideration was given to the location of discharge points
relative to water quality and erosion. The discharge points were combined and or placed to allow for
maximum filtration, infiltration and minimum erosion potential. The storm water discharge point at the
northeast corner of the property is designed to dissipate and spread the flow through a vegetated filter
strip. The storm water discharge point between wetland "B" and wetland "C" incorporates a wet pond
BMP with sediment fore bay and littoral shelf plantings. It is proposed that these storm water
management practices count towards the mitigation for wetlands loss.
Restrictive Covenants
The preserved wetlands and streams will be protected from future impacts by the applicant or by group
designated by the applicant for this purpose. Development of these areas will be deed restricted in
accordance with restrictive covenants, which will be developed for approval by the U.S.A.C.E. and or
N.C.D.W.Q.
Restrictive covenants will include the following information:
1) The area shall remain in its natural condition in perpetuity
2) Prohibition of the placement of utilities, filling, dredging, construction, or other activities, unless
approved.
It is proposed that these restrictive covenants be counted towards the mitigation of wetland losses.
Threatened and endangered species
Federally listed plant and animal species with endangered or threatened status are protected under the
Endangered Species Act of 1973. The U.S. Fish and Wildlife Service have identified one endangered
species Schweinitz's sunflower (Helianthus schweinitzii). Schweinitz's sunflower is endemic to the
piedmont of the Carolinas, where it is currently known from 10 populations in North Carolina and 6 in
South Carolina. The North Carolina populations are located in Gaston, Anson, Montgomery, Davidson,
Randolph, Union, Stanly, Cabarrus, Mecklenberg, and Rowan Counties. Schweinitz's sunflower usually
grows in open habitat, contrary to the character of the forested canopy habitat of this project site.
Common Name Scientific Name
Vertebrates
Bald eagle Haliaeetus leucocephalus
Bog turtle Clemmys muhlenbergii
Vascular Plants
Georgia aster Aster georgianus
Schweinitz's sunflower Helianthus schweinitzii
Status
Threatened
Threatened due to similarity of
appearance T(S/A)1
A Federal species of concern FSC
Endangered
Estes Design 515 Pembroke Cdr. Weddington, N.C. 28173 [phone]
Kiver view 6=ciivision
Gaston County
Pre-construction Notification, Nation Wide Permit # 39 May 22, 2001
Cultural Resources
The project site has features indicative of hydraulic mining activities that were historically prevalent in
this area. At the time of this report the type of mining is unknown but was most probably Lithium. The
forested areas have been left to succeed due the steep and difficult terrain not conducive to regional
agricultural practices.
Aquatic Habitat
Aquatic systems on this project site are contained within the headwaters of this property's unnamed
tributary to South Fork Catawba River. A variety of wildlife is supported by these systems and will be
protected to the extent feasible by strictly adhering to all of the Conditions of certification previously
outlined in this document
Conclusion
The 86-acre development will provide important economic benefits to the region. As with any
development this size, certain environmental consequences will occur. By giving careful consideration to
this sites environment, economic benefits can be enhanced and a higher quality environment
maintained. This will be realized through the sensitive management, preservation and protection of the
buffered areas in perpetuity. The undisturbed wetland areas and buffers will be preserved and managed
by the applicant or a group designated by the owner.
Please don't hesitate to contact me if you have any questions regarding this permit. My office phone
number is [phone].
Sincerely,
Christopher J. Estes, RLA ASLA
Registered Landscape Architect
Cc: File,
Meade Gunnel Engineering & Surveying, P.C.
Estes Design 515 Pembroke Dr. Weddington, N.C. 28173 [phone]
over view 5ubclrvrsron
Gaston County
Pre-construction Notification, Nation Wide Permit # 39 May 22, 2001
DWQ ID: _ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 39
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF
WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK
ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: David Cuthbertson / Craft Builders, Inc.
2. MAILING ADDRESS: 2649 Breckonridge Centre Dr. Po Box 1397 28111-1397
SUBDIVISION NAME NA
CITY: Monroe STATE: NC ZIP CODE: 28111-1397
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
1600 Power Dr. Lowell N.C. 28098
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Agent: Chris Estes of Estes Design 515 Pembroke Dr. Weddington Dr. 28173
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Gaston - NEAREST TOWN: Lowell
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Property is adjacent to
Power Drive
6. IMPACTED OR NEAREST STREAM/RIVER: South Fork Catawba RIVER BASIN: South Fork
Catawba
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ? NO ® IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
Estes Design 515 Pembroke Dr. Weddingtorr, N.C, 28173 [phone]
river view ?>ugaivision
Gaston County
Pre-construction Notification, Nation Wide Permit # 39 May 22, 2001
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 86
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1.453
to. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:.347 EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED:.347
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 2070 FT AFTER: 1960 FT
WIDTH BEFORE (based on nonnal high water contours): 5-16 FT
AVERAGE DEPTH BEFORE: 2-3 FT AFTER: 2-3 FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X 110 1
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 26 ac. WHAT IS THE EXPECTED POND SURFACE AREA? 18555 sf.
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Grading for cut and fill operations.
13. PURPOSE OF PROPOSED WORK: Leveling and configuration of topography to accomodate roads and
building pads for single family homes.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
For the development of single family lots within the proposed residential community. Four measrures
were or will be taken to minimize impacts to waters of the U.S.; 1. The number of lots were reduced by
four (4) for the preservation of wetland "B". 2. The storm water drainage was redesigned to reduce
impacts discharging into the South Fork Catawba River by outing storm drainage pipe discharge through
a filter strip and a designed wet pond BMP. 3. Stream crossings were minimized to one (1). 4. A 35'
forested buffer from top of bank on each side of creek will be deeded as a conservation easement to
prevent future disturbance.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: 1-11-00
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED 1-I1-00.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ? NO ® (IF NO, GO TO 16)
Pstes Design 515 Pembroke Dr. Weddington, N.C 28173 (704) 841-1 779
Kiver view z)uaaivision
Gaston County
Pre-construction Notification, Nation Wide Permit # 39 May 22, 2001
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO ?
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF I INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Single Family
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Municiple
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
??'tyj 4
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
Estes Design 5,15 Pembroke Pf. Weddington, N.C. 28173 [phone]
11-27-2000 5:23PM FROM MEADE ENGINEERING 704 398 9505
Agent Certification Of Authorization
P. 2
I G "DNd 1 D C &E7-F-j-s-j representing Cq!-kW ?w s c-A . ??.
do hereby certify that I have authorized Christopher J. Estes of Estes Design
environmental design and consulting to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of this permit and any and all
standard and special conditions attached.
We hereby certify the above information submitted in this application is true and
accurate to best of our knowledge.
Applicant's signature t' ature
Date
/r-5, --©o
Date

Estes Design
Enviro nmemal Design k, Consulting
15 Pembro kc Dr.
Exhibit 1
Location Maps
River View Subdivision
Weddiiigtoii, N.C. 28171
USGS Scale- 1 "=2mi
Latitude: +35°16'44" (+35.27888°)
Longitude: -81 °05'36" (-81.09329°)
2k:.ni ??? ?1P?li
Image courtesy of the US Geological Survey.
Location
Longitude: 81 ° 05'59" West
Latitude: 35° 16' 12" North
Hydrologic Units (Watersheds)
Region Name: South Atlantic-Gulf Region
Region Number: 03
Subregion Name: Edisto-Santee
Subregion Number: 0305
Accounting Unit Name: Santee
Accounting Unit Number: 030501
Cataloging Unit Name: South Fork Catawba. North Carolina.
Cataloging Unit Number: 03050102
Estes esit
Environmental Exhibit 2
River View Subdivision
515 Pembroke Dr. USGS Topographic Map
Weddington, N.C. 281

0' '1Km 0' 1.5Mi
USGS Aerial Photograph
5 es sign
Environmental Design & t.'o?a???ltin
51 Pembroke Cdr.
Weddington, N.C. 28173
Exhibit 3
River View Subdivsion
Aerial Photograph
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
,.
IT? Date: -7-/7,-4b
Project/Site: U t?F?t C?1 +1)I?td'J County: &)Ar'STDA-)
Applicant/Owner:
Investigator:
Do Normal Circumstances exist on the site? Yes NIQ Community ID:
Is the site significantly disturbed (Atypical Situation)? es N Transect ID:
Is the area a potential Problem Area? Yes N Plot ID:
(If needed, explain on reverse.)
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Like, or Tide Gauge Primary Indicators:
Aerial Photographs _ Inundated
_ Saturated in Upper 12 Inches
Other
Water Marks
No Recorded Date Available
Drift Lines
n..
Sediment Deposits
_ Drainage Patterns in Wetlands
Field Observations: Seco eryIndicstors (2 or more required):
Depth of Surface Water lx (in.) Oxidized Root Channela in Upper 12 Inches
Water-Stained Leaves
?? _ I fl lin) Local Sal Survey Data
Depth to Free Water in Pit: FAC-Neutral Test
Depth to Saturated Soil: fin.) Other (Explain in Remarks)
Remarks: r r.. ?ITUJr ? Otr 1???lGL'? "?.w" I ?/?_7llT-I Tl Q>C 7S
?1?r??? L.??.IT?G?? ? ? "K?l. 'vim ?tG?'?,'S W?{'j}"e. ?l a9cLC d ? ??rl
APE . 5 ar. 31
3-3

SOILS
I Map Unit Name
(Series and Phase): Drainage Class:
_
Field Observations
Taxonomy (Subgroup): r- L( //a C>l.) x 1 ?, `T')(.f ST'P?xt-1E2L: L7_ Confirm Mapped Type? ss No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretiu.n,
inches Horizon (Munsall Moist) (Munsell Moist) Abundanc@/Contrast Structure, etc.
?? D

Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Org"c Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydrie•Soils List
_ Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chrome Colors Other (Explain in Remarks)
Remarks: WAR_? FFT
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
No (Circle) 4
No I{I
No Is this Sampling Point Within a Wetland?
(Circle)
Yes No
Remarks:

3-4
DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wettands Delineation Manual)
Date: - 00
Project/Site: _a Var 'ti I 7,j?tIl)!
Applicant/Owner: j ?,Q,='r• F3 ?+ c -i?F vt r ?^r?? County: S,,A <_ m?l
Investigator: ?+rzr< T,,,7r ,ter FSrt-? Rate: KI , C
Do Normal Circumstances exist on the site? Ye No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transact ID:
Is the area a potential Problem Area? Yes Plot ID:
(if needed, explain on reverse.)
• Ir /1rT? Tth\1
? V V V I n I .
Species Stratum
Dominant
Plant
Indicato
rr
iees1A Stratum Indicator
Dominant Plant SpeeJc
s f
? _
? ?
ij,
2 / nlcrS ?rr.t e??t.IS ?? Ac. 10.

4r? .x tiklf TjUxc_fLjA&y,-/A -r- fb,& d 12.
,.
13.
6 ) tAI sT A-fit, 4,-n n ]A- r2L _t-) 14.
7.?/1s 1?1 01 QME ZL.AK] - S F'W? 15-
Y !/
77 ?5 f4,GSTI(1A7? ! 16.
_

Percent of Dominant Species that are OBL. FACW or FAC
(exclu6i..g FAC-).
Remarks:

11I b+Iwwv.
Y Recorded Data (Describe in Remarks): W etiand Hydrology Indicators:
Stream. Lake, or Tide Gauge Primary Indicators:
7 Aerial Photographs _ Inundated
Other Saturated in Upper 12 Inches
_
No Recorded Data Available -Water Marks
Drift Lines
_
its
D
Sedi
epos
ment
_
Feld Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (.;,or,more required):
Depth of Surface Water. y? Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Lewes,
Depth to Free Water in Pit: (in.) _ Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: fin.) Other (Explain in Remarks)

Remarks:

3-3
f

SOILS
Map Urwt Name
(Series snd Phasa): Drainage Class:
Feld Observations
Taxonomy (Subgroup): Confirm Mapped Type? Ye No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretion,
inches Horizon (Munsell Moist) (Mansell Moist) Abundance /Contrast Structure, etc.
06? ! to F?"l? s -

(04S is -7 (7

Hydric Soil Indicators:
Histosol _ Concretions
_
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_
_ Aquic Moisture Regime Listed on Local Hydric-Soils List
_ Reducing Conditions Listed an Notional Hydric Soils List
1( Gleyed or Low-Chrome Colors - Other (Explain in Remarks)
Remarks: UST _ T'BC,E IS D• 5-- /,57 F6_L7_ 80-&.3 <o0 AEC
NOV- APP .
WETLAND DETERMINATION
Hydrophytic Vegetation Present? a No (Circle) (Circle)
Wetland Hydrology Present? as No S Hydric Soils Present? No Is this Sampling Point Within s Wetland? No
Remarks: S7 7-c 3-4

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: , -fL
Applicant/Owner:
Investigator: 1.1h
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situation)?
Is the area a l,otential Problem Area?
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Spe_ci_e'_ Stratum Indicator
2. c .L -R>l aS ?_ Lr
4.I?-fir --
21
?iTt u') .
5. I//775 I (E
6. ?r'f/ 1, rk 7? 267,11.
7.
a.
Percent of Dominant Species that are OBL. FACW or FAC
(excludir;g FAC-).
Remarks:
HYDROLOGY
Date: / 2 -00
County:
re:
lT e? mmunity ID:
nsact ID:
Yes iT
t ID:
Yes
Stratum Indicator
Dominant P1ent Speees
9.
10.
11.
12.
13.
14.
15.
16.
6'

_ Recorded Data (Descfibe in Remarksl:
Stream. Lake. or Tide Gauge
n/ Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit: / h (in.)
hDepth to Saturated Soil: 1 rT Gn')
Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated In Upper 12 Inches
_ Water Marks
_ Drift Lines
_ Sediment Deposits
Drainage Patterns in Wetlands
Second_ary indicators (2 or more required):
_ Oxidized Root Channel, in Upper 12 Inches
_ Water-Stained Leaves
Local Soil Survey Data
_ FAC-Neutral Test
Other (Explain in Remarks)
Remarks: M4r1_1' Pf'?TQrj F?i)'t" ? ??bJ(9Q `
QDP 064e, 4s
3-3

3
a
SOILS
Map Unit Name C?Af
(Series and Phasel: 'r"'T Drain
ape Class:
? /?
Taxonomy (Subgroup): T fr )VA (?( ) Feld Observations
,1?LSII? )4i , Confirm Mapped Typal 'Ye% No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concratia.rs,
inches Horizon (Munsell Moist) (Munsell Moist) AbundancstContrast Structure, etc.
?0 e-

i2
•-
r
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon _
_ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Org"c Streaiting in Sandy Soils
_ Aquic Moisture Regime Listed on Local Hydric -Soils List
_ Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chrome Colors _ Other (Explain in Remarks)
Remarks:
U_)_-as njoT
? 4--c /rj ToP 1,2'/
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yq No (Girds) (Circle)
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes Is this Sampling Point Within s Wat)andl Yes Ho
Remarks: `
Approv*d by HQUSACE Z92
3-4
INTERMITTENT CHANNEL ft-w
EVALUATION FORM
ACTION ID APPLICANT NAME c( ??ifl- /-7?yf?S DATE
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) d-l otpcE ?X:AQ ? AJ (.0 („F p/: CLX?4?m;,--
WATERBODY/RIVER BASIN SX2:EhLj?? T?g&2F3Ar- COUNTY/CITY _ t oA<'"A-' / [,pCADt"(??
RECENT WEATHER CONDITIONS 1 ?Q.(?U Cp f-f 'T-
P SP NP Observation Comments or Description
Fish/Shellfish/Crustaceans Present
Benthic Macro Invertbrates
Amphibians Present/Breeding
Algae And/Or Fungus-(water 4ditlity function)
Wildlife Channel Use (i.e. tracks, feces, shells, others)
W Ic.AC_t
c 1CS
Federally Protected Species Present (Discontinue)
O
Riffle/Pool Structure
Stable Streambanks
Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Riparian Canopy Present (SP -/> 50% closure)
Undercut Banks/Instream Habitat Structure
Flow In Channel A ' /
Y
Wetlands Adjacent To/Contig. With Channel (Discontinue)
ga" AU-
Persistent Pools/Saturated Bottom
(June thru Sept.)
Seeps/Groundwater Discharge (June thru Sept.)
Adjacent Floodplain Present
Wrack Material or Drift Lines
Hydrophytic Vegetif-toiiln/adjacent to channel
Important To Domestic Water Supply? Y 0
Does Channel Appear On A Quad Or Soils Map? G )l N Approx. Drainage Area: 90 Ac,
ll/llll/l/llllllll/llll/ll/l/l//llllllll/ll/l/ll//llllllllllllllllllllll//llllllll/ll/l/l/l/l/1/lllllll/l/l/l/ll/lllllll/ll/llllllllllllll//lllllllll/l/llllll/llllllllllllllll//l/l//lll////ll/l!//l/lll/ll//l//l///llll/l//l
Determination:
Perennial Channel (stop) 8 Important Channel: LF PROJECT MGR Initials
Intermittent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
Ditch Through Upland (oo jd)
Evaluator's Signature: r 9J, ???
(i er th C.O . project manager)
/1//lll/lll/l///l1/l/lll/llll//lll/llll/ll/l/lllllll/lll/llllllll/l/lllllllll/llll/l/l///l/l/l/llllll/ll/l//lll//lll//l/l/l//!l/l///ll/l////l/l//lll/ll/lll/l!1//l//llllllllll/lllllllllllllll/l1/lllllllllllllllllllllllllllll
P=Present SP=Stongly Present NP=Not Present
NCDWQ Stream Classification Form
Project Name:`MVW_ Ado River Basin: 4atoTtJ•;• ,C_
SuBo?otyta? CATA")SA
DWQ Project Number: Nearest Named Stream:
County: (,AS TprJ Evaluator: 6105 ESr11,S
Latitude: -96'/&' /1 it Signature
Date: 7 - J Z -tom USGS HO-W Longitude: Y I ° oS 59 t' Location/Directions: ?,?, , L,D
*PLEASE NOTE: If evaluator and landowner agree that the feature s a man-made ditch, then use of this form is not necessary. „`T ?°
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Stron
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed A
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? 0 1 2 U
(*NOTE: &Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2° Order Or Greater Channel (As Indicated if<
PRIMARY GEOMORPHOLOGYINDICATOR
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 2
PRIMARY HYDROLOGY INDICATOR POINTS:
PRIMARYBIOLOGYINDICA TOR POINTS:
Secondary Field Indicators: (Circle One Number Per Line)
I Geomorphology Absent Weak Moderate _ Strong
Proposed Development Plans
1y
O
?i
r
,'rr
i
i
i
h -
"It
? Q•
?Z V
N
s?
--------------------
--- --- ----- --
-ri= o .. 1

Q
Q"
d"
I
I '
t '
J2 3
i
Si?I.
{t?S rii,. I ?? ';mil r??-, . ? . , - .. _. 4, ..... ?? .:'&t!.i;?`
. ?Ea
:ice. _?>r!? _ :•s
.. ir- T-....I_.

3
Z
;o
Y
/
i.
N ,.
r+ 1 ?
t ?
W ` , J ? ? / 7f
O
` Co
IJ.
E-80
'. bi -C?? rnl ?? /r /V
C
NG
N 0
i

\ ooq od oo
\ oo??d?M \ \ \\
N
y ?
y i
i
i
Cf) C/')
S C)
F't D
7-1 r
-i Fri
N
O0 II
N
0)
9 \ \g? ?? ??? Z ND?ld N \ \
o \ PO P \
P 0 \ \ \
Cf) Cn
_ (7
m D
F9 r-
---I m
-011,
N O
Co/ 699 0d
NI7AI 0 9 X
' r; i? O
1 cn cn
aw C)
m D
M r-
t l 1 `% Ij ? '? (?? U'
r
t i 4 \ O N O
i h
1 1 ? ? ' ' I i II i \ \\ \ \
14
cc cs ~b 10
\ ' i I .ti N 0 \ oV Q
I
O? N
Oc 05
\ OL - = ?0
CO
?L ez-5 ???ddd xdl
zE?? 'Dd 089 S Q
Ag?x00Q XVW 5,77gvH0 dI

L
(n (f)
S C)
rr? D
M 7-
-? m
O iI-
rn
N O
:?13?]ed Xd1 /
999 Od `EZ 6 1 SQ l
l NOI,L b'OI1 Qg JO Qd V0 8 /
l A LNI? OJ NO?L E VD 7j-IL SIN l

'
l

/

i

8

Alo
"

Fri
F9 r

t

1
?
I J 1
1 O I--+. o
"Tl

00

00

? i

?
r I O

! o ? / r,

?? O?

-

,
0,
/

OL
- /=
F7 >
D
mr
rn

O N \ / i
J W
Q W
i
U S Q \ \ __
cn v)
?n cc)
7,7 o)
Cb co
O?1 ---' ,'
Cb'
/ / - 0)
C, 9
-51
?y --
-
11 CD;
I A
-00
Y '
OL9
l
J r _
CB-42
1 8 52
- _ \ 'a-50 ?ce-41
c
ce 48 f / .53
r
0) ce
,
CD OC
N
0
?w
11 0
0
w F-
J W
Q W
U =
(n (n
I NSF RIVE,
DB 292,
1 1 PROPOSED
SUBL
L I 21 I I TAX PAR(
I I I i 1 /?
I ? I
NATIONAL WEAVING CO. I I / g?
BLOCK 2
PB 4, PG 1361
- - - - ?- - - _ 1 -??S '? 1;9-04' D3 IE 116?A0' ?RSO
i
?? co

O N I p

I

LLJ

I
r
C
B-22 CB-23
/
-
24 'CB-62'
/ CB-
r
,

CB-63
j r 8-12 ?
i / ! - -
-
? i

L/)1

,
. Lr)
lV

/ l 1 S 18 01 02' W
Al
w
o - -` 3 9
co =n 6, 54 j
f
r
20
N
f1- - -
i
r?
i
r
IR)
:
00 -
All? \ EL 64,3.90 I '
I _
r
--?
J OX i
d
/ 660
_. s<p
4000-
-
?/
,
6O FES-54
INC
00 - a / O? ` O 47i Q? OZ-
7-1
_ .._ _. _. !
. ? /CB-47 CB 96
-680
CB 95
680 _ .... ..?.
-CB 40
CB-39 --
o0
\ M - CI , OC Oq N N
'00 N N N
N
O
II ?
:- v
w F--
--j
Q w
U Z
BANK, INC.
PG 406
IVER FALLS
VISION
L. 5-2C-101
_. _ i /
All"

\
Ln
-_
-
CC)
\

w
Q
v z V _ O I

-- t
" CB-71
CB-60
...

CB- 72
i
C8 - 61
"

l
" ._ -" N r7 ?c?i M - M.. - M M
cV _ ...

i

- - -
840.19'
IMF
S `? S
IF BELMONT LAND
D INVESTMENT CO.
DB 466, PG 144
TAX PARCEL: 9-14-1

86
CB-
CB-97 "

,-o

L
110

\
CB-85`
CB-94
r
W
~ - -
-j LLJ
W

`
\
v) \ i 1

`N t N '
N N N? ? ? ? G
?

r ?
? t
/' ' r` I , 0

A
CI

T ._
-70 -93 f - - CB-79

CB-92 - ' -- - _ .. - L - -

I
,

t

S

-
- - - / CB-65 / '
,
;F
N INC.
NIF RIVERBANK'4O6 1
DB 2924 PG
FALLS ? , , ?
PROPOSED RIVER
w SUBDIVISION m c
ccn c=n 5-2C-101 (J1`
TAX PARCEL: /
00
...... ..
- ?- J
woo' ("V
-
__ 63
"I V
\ \ \ \ PC QO \\ \
\ CB-97 CB-86`
QD
N
O
c0 ?`-
(D
?00
w i--
?w
Qw
U =
U)o

rr 1 \ ti
1 4 { .
yy
N /F RIVERBANK, INC"
pG 406
DB 2924, m
pROpOSED RIVER FALLS I i
SUBDIVISION
TAX PARCEL: 5-2C-101
r
v LLJ
w 00 i
U S O i I
y5ncn N
I i ? r
?r
? f
i? b -73, DCB 74 p
i ,_..
' CB-75 '
?? ? ? rlll
1, I I ?j Y/ I ?, ?? ? r
;c
;M
1 E ii
`b
•? IN \ \ 1 1?C\ oc r
otalJ? ? ; ??
Np S
1
i

M
3
10
'a I +%
(QD
00 i I / Ir, I
_ I r
J w N,
U Z
i CB
82 CB 83 Fl
DCB-81 /
i/ DCB-80 i !
?D
I ?
1 II
1' I I
r It I /
I
DCB-67 f
t r
DCB-68i I-
J f Jr
f
r
CB-69
Ot / I I
i
I?
I
rl!
t
+
?I
4 lOl
Qp
ca
O I?
t
+
i J'3 A (~
1 I I ? O
I II
i
I?I O
{ y ? I
I
I I
I!
I
?P

J
W
u I-
? ?
vV A ? I I
O -
OC)

cn
I I
/
I i

. "
OO %hC /
?h
r
I O

1

I CO

L._-
r ?-
\
?.

CO
o +
/
o

m \ h
coo
u
o
\ ?.- ?? f
W

0)

DC6-88 c)

?
???
- ?B-87 ?• I',
? i
? i

I ' I
iI I
I
I ? i
I I I

/ l
? I i ?p
I I I/

Q w t / i i ?Q
U =
U) U? \ i
i 7

,

a /

00

\? m

? `
1 1 tom
5. 1

7r . ? `? i i Oh
, f ?
\
r
J
CIA

(D
N
o?
N
w f-
J w
Q w
U Z
U? 0
G
Q0 --
??
o?
II O
a-
N
W F--
J W
Q W
U Z
cn Un
CNO J I
J
O U-
O
u?
LEI /
Q w
U °
Z
cn cn ; i
W
co
it I ? v
J i \ ?ti
/ J, r ? JS
S
J; , ? / NP
?4 f / 1
?p5
z !_
II
1"
(O
N
O ?
N
W I-
J W
Q W
07-
V) U)
600 q 8' E
18 1630
6?og8 g6
`? p 8
? \ ?l \ .,\\ ?\ ? PS N 7po 11 53
` \? an
SO86 66f (NIL) °mN?J 4WN 5110WIq
?
4
) 0009-ZZ-60
d
?(
s 1uaaw6ua
M UYa ru q
n3NNnD 30VA DJi
YD
MOd MOU
=
d .
NlO
??'"

LOU-BBL (*00 l
.
ry
i
usu
-ougo.tuo y}•toN 1/4unoo u0}9Dq
IIWZ ON ,"Jwn
loL •11^S
.? w1ur0 r6PNuo11r?9 if9L
i
,? 77i ,,
?
°
jp=7 fo
u(no j o

NOI1d121DS3a
?3iV4
"'S?YVOH LdV?I7 o1ts5?
-;wr,wf `' /Q
6 5717 I1id HQIOla/Ya{1S y y `Itl? ad/i/Q
MU N
j
rjj
u g?
A' L Nw
I I 1/ l ??' / '/ ' /I I 11.J1? i / I i r &? Q
1 ? / 1 I 1 1 I! $s n? WFl?
I ? / I 1 Z
l , ? 1 1 1 1 I I
/ j I' l 1 1 / j' 1, l it f r Ir 1 I 1 I l I l j 3 0
l l ? 1 ? Il ? l I ? ? l I 1 ! 1 I I 1 I I I I B 8
l l l / ?I 1 1 00 t' /' l l r l1 11 I ?? l %I 1 1 g Z
00 1/ NI' ? ? l ' l1 / ? ? ? / 1 i I 1' l' l ? 1 I i 1 I I I j =aJ
I l l r / / i / 1 l 1 t / I 1 / 1 1 1 1
f / 8
/ / // / , ,? / ! / / j l j IIII•. > n
OCB-B / I I W ?i
r / / ,' / / / / I IIII fJ
DC 8
CBS 83, m
CB-82 ' o ?1 035 v Vj
I I?j p?5 ?w O F 1z' F
ct ''V, y?l /' Ol 3 I- W R :9 x W °
cal ° G1 //cV / I ! W (1) , W N,
J/ 1' 1 li x 1= om 1=
0(n S 'l I-WCn
J? W? O
II ? ? W
Wi
Z
\\ \? I i i j I <? o V
\ l l l l 0?
• ?\ 1 \ ` \ I w / I I I I chi
\\\ ?? \ \ N 1 \ V
\ 1 \ \ \ I I I ? l
` r 1 , 1 I ? I 1 t I I I ? ?>
` /1 I I I I I I I I I I a b1<?
' d I I I
61-
c ?f
y I I I N
CB-67 1 1
? 1 I I
1 I I I
O / I I I I
I / / 1 1 i
DCB-61W L)
/ I ? 1 I
/ I
CB-69 jl / 1 I be b?
1 I Il p5 ?, gyp{
N Il II ? ? I ? 1 1 ? ? \ I
I I it
? \ \ I 1 / k I I 1 1
\\ \\ /` r / d ? i ? 3 i ( i = r ? ?luev? ? I (sweve
`? \ \ \ ! r 1 yr I I I unv .OL nnu .0L
\ 4 / 1 1 I I
\\ \ \ / I I 1 1 f
` \ \ 1 I 8
?\ \ I I I N '\ I 1 1 ? w
?? \ \\ i i I i M i II ppSSjj tQ?FWypIQ
t \\ \ 1 1 I 1 I I ? ! I I I! tR ?? ? ? (???"?
1 ``? \ 11 1 1 1 i i I I ! 1 I III €7 + G ? ? ? d
Z \\\ \1 I ' I? 1 i ob?
??-•.. •.,t.?\ ? ( I I ?? 1 I Y ` I I / ? I I 1 F?.?/y ? '? i ?i a $ ? ? ? 3 ? C y1
?. ~\\ I? I\ ; I I I 1 ? I 1 1 V 1 1 / /' ??5.' I I I '•'-1 ?" ?^ ? Q? ?? ? pEpeS ? ? ?F
j I I I I 1 I 1 I 1 '1 I I I Q nCC t X16 b i yB
db -gall ;B/71 / /' / l f i 1 bCB-73; I i t I i > >8? < 8
I$B fir!k B ?WqI r pr
U N yW5 Z e N J
I i I 1 ;, I W 15 di iQ?gp pp,,{{ `
D -74
I I I I I ? ?< 5 F
S y
i 1 I leg
•? /' ,? , / / / / I\ B-75 j I i /r I I a r lJ A?34C4
'/ '' '/ j II I I i 111 / I I I I doom .0-,C A ri v d d o - A n
'/ 1 I 1 I! 1 1 1 1
L L ,/' ', / ? ? 1 I I r I I I
/'/ /' \ I \ I I I I /Q
??lr ? Mi ? \\ \\ 1 I '\ IIII ?•l<
i \ M\ M 1 \ ? i i 1 E'+
M<Z
-', -'-- -...---•--- \\- ''1 1 \\`\ \ M I III O I I M U W
I 1 \ i IIi I ZwC9
do 1 1?
1 `I I 1 1
1 / \ 1 I\ / I 1 G Yy \°<
? ? ? I \\ \ 1 ? j y _ i l 11 ? ? Q`
? Rdd y? s
? imY ? .fir
if t
YI \ I / ! 6
I a . 41 s?
_ b
Q b • b1! 1a b
12
I ?I °®? W 1R b?(gsi?
. L
t, r ti 4 4 r n r