20070226 Ver 1_More Info Received_20070517

07.0226
Mitchell Environmental P.A.
May 16, 2007
Mrs. Cyndi Karoly
401 Oversight and Express Permits Unit
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260
Mr. Ken Averitte
NCDWQ -Fayetteville Regional Office
Systel Building
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5094
Re: Whetstone Subdivision -Request for More Information
Angier, North Carolina (Harnett County -Cape Fear River Basin)
DWQ Project #07-0226
Mrs. Karoly and Mr. Averitte:
This letter is in response to your request for more information for Whetstone Subdivision dated
February 23, 2007. The following restates your requests with our response to each below.
1. Please provide a site plan showing the entire proposed subdivision layout with all
streams, wetlands and impervious surfaces shown on the site plan. The site plan
should be drawn at a scale no smaller than 1 "=50'.
Site Plan
The requested site plan is attached. Please note that we could not fit the entire
subdivision on a single 30" x 42" sheet at a scale of 1"=50'. The attached plan is at a
scale of 1 "=60'. Also attached for your review are as-built plans for phases 1 and 2.
Impervious Surfaces
The only impervious surface illustrated on the site plan is the road surface. This
subdivision does not have sidewalks. Additionally, we do not have detailed survey
information for individual lots. However, we have compiled data regarding impervious
surfaces on every fifth lot to use as an average for build-out calculation purposes
(calculation table attached). For these calculations, we collected data from lots 5, 12, 16,
65, 70, 75, 80, 85, 90 and 95 (lots 10, 11, IS and 17 through 64 are vacant) and assumed
that they would be representative of the remainder of the subdivision. However, please
note that most of the revised lots east of phase 1 are considerably smaller than existing
lots and will not likely accommodate the amount of impervious surfaces calculated in the
attached table. The results of these calculations illustrate that the subdivision will have
an impervious coverage of 27.0 percent (see attached calculation table and supporting
documents).
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2. Please place building envelopes on Lots 18 and 19.
A plan illustrating the building envelopes and driveways for these two lots is attached for
your review.
3. You have proposed impacts of 0.4733 acres of isolated wetlands for this project.
According to your application, this project already contains 0.6040 acres of permanent
wetland impact. Therefore, 1.0733 acres of compensatory wetland mitigation is
required for this project. Please provide a compensatory mitigation plan. The plan
must conform to the requirements in ISA NCAC 2H.0500 and must be appropriate to
the type of impacts proposed.
There are no isolated wetlands on this site. A revised PCN application that more clearly
details existing, proposed and/or temporary impacts is attached. Also attached are several
maps that were requested by the USACE to more clearly illustrate these impacts. As
illustrated in the revised PCN, proposed permanent impacts to remain total 0.3272 acre.
The owner proposes to mitigate for these impacts through on-site preservation of existing
and restored wetlands, as well as preservation of adjacent uplands that are located in
planned open space areas. The proposed mitigation plan provides for a mitigation ratio
of 11.92:1. Any additional mitigation requirements will be addressed through payment to
the NCEEP. The NCEEP issued a mitigation responsibility acceptance letter for this site
on February 7, 2007. A copy of the NCEEP acceptance letter is attached.
4. Please indicate the diffuse flow provision measures on the site plan and diffuse flow
provision measure worksheets and a signed and notarized Operations and
Maintenance Agreement for the diffuse flow provision measures.
The site is located in the Cape Fear River Basin, hence, no diffuse flow provision
measures are proposed.
5. Please clearly indicate Zone 1 and Zone 2 buffers, and impacts to these, on the site
plan.
This site is located in the Cape Fear River Basin. A copy of the BIMS stream
classification report that illustrates the correct classification of surface waters
downstream of the wetlands impacts is attached for your review.
The PCN application for this project has been modified to address the items listed above, as well
as to account for the revised Nationwide Permits that were recently issued by the USACE. Five
copies of the revised PCN application are attached for your review. We believe that this revised
PCN application, along with the new attachments, more clearly illustrates the existing, proposed
and temporary wetland impacts and proposed mitigation plan on this site.
Thank you for your time spent reviewing these responses. Do not hesitate to call me if you have
any questions or concerns about this project or if you need any additional information to process
this application.
Sincerely,
Scott Mitchell, PE, LSS
2

Office Use Only: Form Version March OS
07.0226
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 29
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: K & H Developers LLC
Mailing Address: 204 Scholl Street
Fuquay-Varina, North Carolina 27526
Telephone Number: 919-669-4707 Fax Number:
E-mail Address:
2. AgentlConsultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Mitchell
Company Affiliation: Mitchell Environmental, PA
Mailing Address: PO Box 341
Fuquay-Varina, North Carolina 27526
Telephone Number: 919-557-4682 Fax Number: 919-557-4683
E-mail Address: bsmenvironmental~a~earthlink.net
Page 5 of 13

1
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Whetstone Subdivision
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0674-95-4224
4. Location
County: Harnett Nearest Town: Angier
Subdivision name (include phase/lot number): Whetstone Subdivision
Directions to site (include road numbers/names, landmarks, etc.): Take I40 to 401 South
Exit. Follow 401 South to NC 55. Turn left onto NC 55 and follow to SR 1501. Turn left
onto SR 1501and then turn right onto Kerry Lane into Whetstone Subdivision.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5220 °N 78.7362 °W
6. Property size (acres): 30.04
7. Name of nearest receiving body of water: UT to Little Black River
8. River Basin: Cape Fear
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.etir.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Phase I is developed and has homes on most lots. Phase II
is primarily forested or abandoned agricultural fields with the exception of existing impacts
illustrated.
Page 6 of 13

wi
10. Describe the overall project in detail, including the type of equipment to be used: Several
types of equipment will be used such as trackhoes backhoes pans, and dumptrucks.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to
construct a residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. On August 2 2005 U.S. Army Corps of Engineers staff documented
unauthorized wetland dredge and fill activities on this property. A letter was received on
September 27 2005 (USACE Action ID Number: 200400566)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
The owner has no future plans for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Three existing impacts consist of a
road crossing lot fill and sanitary sewer. Two additional impacts are proposed to access the
rear of lot 19 and the eastern portion of the subdivision. The majority of existing, impacts
will be removed and restored.
Page 7 of 13

~' a
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Type of Wetland Located Distance
Wetland Impact (e.g., forested, within to
Nearest
Area of Impact (acres)
Site Number Type of Impact marsh, 100-year Stream
(indicate on map) herbaceous, bog, Floodplain (linear
etc.) (yes/no) feet)
Permanent Impacts to Remain
lA Road Crossing forested no 300 0.2160
(existin) (assumed)
4 Road Crossing herbaceous no 250 0.1009
( ro osed)
5 Driveway Crossing forested no 200 0.0103
ro osed)

Total Permanent Impacts to Remain = Q.3272

Temporary Impacts
3A Sanitary Sewer forested no 250 0.0392
(existin & tem orary)
3B Sanitary Sewer herbaceous no 250 0.1860
(existin & tem or )
Total Temporary Impacts = 0.2252

Restoration Impacts
1B Existing Road Crossing forested no 300 -0.2084
(to be removed)

2A Existing Lot Fill
forested
no
200
-0.1468
(to be removed)

2B Existing Lot Fill
forested
no
200
-0.0329
(to be removed)
Total Restoration Impacts = -0.3881
0.3272 (permanent to remain)
Total Wetland Impact (acres) 0.2252 (temporary)
-0.3881 (restoration)
3. List the total acreage (estimated) of all existing wetlands on the property: 3.61 acre
Page 8 of 13

4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Im act (lineaz feet (acres
none
Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred in , floodin , draina e, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)

none
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0000
Wetland Impact (acres): 0.3272 (permanent to remain)
0.2252 (temporary)
-0.3881 (restoration)
Open Water Impact (acres): 0.0000
Total Impact to Waters of the U.S. (acres) 0.3272 (permanent to remain)
0.2252 (temporary)
-0.3881 (restoration)
Total Stream Impact (linear feet): 0.0000
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Page 9 of 13

Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): none
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): none
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Existing_road impacts are
located in the narrowest portion of the wetlands as illustrated. A portion of the sanitary sewer
was constructed in an herbaceous wetland which minimized impacts to forested wetlands. The
proposed drivew~ crossing_(Impact Area 5) is required to access the only buildable portion of
lot 19 Proposed Road Crossing_(Impact Area 4) is located in same area as an existing farm path
and is unavoidable if access to the easternmost uplandportions of the property are allowed.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htt~//h~o enr.state.nc.us/ncwetlands/sti-mgide.html.
Page 10 of 13
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1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Owner proposes the .preservation of wetlands and adjacent upland areas on site as
mitigation for permanent impacts to remain. Any remaining_required mitigation will be
provided through payment to the NCEEP, if required.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrplindex.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): none
Amount of buffer mitigation requested (square feet): none
Amount of Riparian wetland mitigation requested (acres): 0.96 acre (if required)
Amount ofNon-riparian wetland mitigation requested (acres): none
Amount of Coastal wetland mitigation requested (acres): none
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page 11 of 13

map, whether or not
Regional Office may
applicant's discretion.
impacts are proposed to the buffers. Correspondence from the DWQ
be included as appropriate. Photographs may also be included at the
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 None 3 (2 for Catawba)
2 None I.5
Total None
XI.
XII.
Gone 1 extends out 30 teet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. none
Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Existing and proposed impervious surfaces total
approximately 8.1150 acres. Of this total impervious area, 5.7219 acres of impervious surfaces
will be constructed on lots (houses driveways walkwaypatios detached garages sheds etc )
and 2.3931 acres of impervious surfaces will be constructed as roads The property size for the
entire Whetstone Subdivision site is 30.04 acres. This translates to a proposed impervious
covera>?e of 27.0 percent. Detailed impervious surface calculations and supporting
documentation are attached for your review.
Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage is collected by an existing municipal sanitary sewer.
Page 12 of 13

XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ® No ^
Is this anafter-the-fact permit application? Yes ® No ^
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
l~tt~ : }~~c~.e~~r.~tute.~~c,u~: ~ic~~e?;a~~~s. If no, please provide a short narrative description: We do
not believe that this project will result in additional cumulative impacts
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
/(y _ ~
ApplicantlAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

07.0226
Whetstone Subdivision
Impervious Surface Calculations

Lot # House Impervious Area
(sf - From Harnett
c
County Records ) Driveway, Walkway, Shed &
Detached Garage Impervious
p
Area (sf - Estimated )
Total Impervious
Area (sf )
5 2,067 1,240 3,307
12A 1,711 1,027 2,738
16A 1,436 862 2,298
65 1,728 1,037 2,765
70 1,155 693 1,848
75 2,622 1, 573 4,195
80 1,199 719 1,918
85 1,807 1,084 2,891
90 1,272 763 2,035
95g 2,154 2,500 4,654
•l. L... A I AA AA AL A._J A'f TL ~..~.L CA A.... 1/.........1
1YVar.J. LVLJ IV, I I, IJAIIV I / III/VUlll VT lIIG YGNCJI It
e Lots 95 And 96 Were Combined to Create One Lot (Lot 95 In Above Table)
~ Based On Harnett County Prope-ty Record Cards (Attached)
° Estimated at 60% of House Impervious Area (Except for Lot 95-See Aerial Photo)
e Calculated Based On Average Impervious Area for Lots Evaluated
Total Impervious Area for Lots Evaluated (sf) = 28,649
Average Impervious Area for Lots Evaluated (sf) = 2,865
B Total Number of Existing and Proposed Lots = 87
E Total of Existing and Proposed Impervious Surfaces on Lots (sf) = 249,248
e Total of Existing and Proposed Impervious Surfaces on Lots (ac) = 5.7219
Properly Size (Entire Whetstone Project Site - ac) = 30.04
Total Impervious Surfaces from Roads (ac) = 2.3931
E Total Existing and Proposed Impervious Surfaces (ac) = 8.1150
E Percent Impervious Coverage Proposed at Full Build-Out = 27.0%
5/16/2007

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Not to Scale

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Not to Scale

FRI., JAN 19, 2007, 10:28 PM
COOMBS RYAN GLENN & WIFE COOMBS ELIZABETH N & 04 0674 0070 07
74 KER RYLANE (OFF E/S JUNNY RD) DR TWP MAP SB BK LOT DV UDV CC
001400 014215 ID N0: 0674-84-8910.000
**** H ARNETT CURRENT F ILE *** CAR D N0. 1 OF 1
L T#5 WHETSTONE 0.231 AC MAP#2000-29 1.OOLT 1.000LT SRC= 41NS
APPRAI SED BY 17 ON O1/ 3.1/2005 .004.55.WHETST ONE TW-04 C-04 EX- AT- .LAST ACTION 2.0050131
2020
FOUND * 3 CONT FOOTING * 5 MARKET
SUBFLR* 4 PLYWOOD * 90 101 2,465127 67.31 167,238040401000000 9900 165,570
EX WL1* 10 ALUM/VINYL * 30S INGLE FAMILY RESIDENTIAL - SFR CONSTRUCTION
RF STR* 06 IRREG/CATH * 14S CALE 1/194 STORIES 02 1.5 STORIES 25,000
RF CVR* 03 ASP/COMP SHN G* 3 190,570
INT W1* 5 DRYWALL * 20
FLOORI* 14 CARPET * 10 + -6-+
FLOOR2* 11 CERAMIC TILE * 4 4
FUEL * 04 ELECTRIC * +-7-+ +-7-+ 190,570
HEAT * 10 HEAT PUMP * 5 IWDD I 190,570
AC * 03 CENTRAL * 4 I 1
BEDRMS* BAS-IFUS-2LL- 0 * 1 1
BATHS * BAS-IFUS-ILL- 0 * 13 2 I +-10--+
HALF B* BAS-IFUS-OLL- 0 * I +3+ ++
QUAL DESIGN*QUAL*SIZE * 113 +---- 20-----+ +-10--+
ABAVG 1.06 1.10 .96 =*1.12 I I
TOTAL QUALITY INDEX * 127 1 I
1 I
I 1
+-6-+ 6
IBAS I
TYP GS AREA PCT R PL CS I I PRIOR PERMIT INFO
BAS 1,337 100 89,993 1 +-----22-----++ 18,000
WDD 264 020 3,567 1 IFGD I
FOP 268 035 6,327 I I I 18,000
FGD 462 045 14,000 ++ i I
FUS 859 090 52,031 IFOP+ i I
I I 2 2
I I 1 1
I I I I 186809261Z03WD YV 25,000
I 1 I I 133606250399WD DV 405,000
2 7 I 2
5 I +-----22-----+
I I 4
I +---- -21-----+
I I
I 6
FIREPL 2 PREFAB $1320 +-------2 7-------+
3,190. 1 6.7,23.8.
HTD AREA 2196
BAS=W10N1W1N2W1052 W351W20WDD=N12E7N4E654E7512
W20$S11W6S11E252E4 517E21FOP=56W27N25E252E4517
E21$N25E22FGD=S21W 22N21E22SE1N16$
FUS=859$.
LAND NOTES
SFR 0100 10000100 25,00000 1000LT100 25,00000 25,000
25000

FRL, JAN 19, 2007, 10:28 PM
MCKINNON CHARLES & WIFE MCKINNON LISA R & 04 0674 0070 14
156 KERRYLANE (OFF E/5 JU NNY RD) DR TWP MAP SB BK LOT D V UDV CC
001400017043 ID N0: 0674-95-2056.000
**** HARNETT CURRENT FI LE *** CAR D N0. 1 OF 1
LT#12 WHETSTONE 0.231 AC MAP#2000-29 1.OOLT 1.000LT SRC= 4IN5
.APPRAISED BY 21 ON 06/2 4/ 2004 0.04. .55. WHETSTONE TW-04 C- 04 EX- AT- LAST ACTION 20050714.
2020
FOUND * 3 CONT FOOTING * 5 M ARKET
SUBFLR* 4 PLYWOOD * 90101 2,422115 60.95 148,941040401000000 9900. 147,450
EX WL1* 10 ALUM/VINYL * 305INGL E FAMILY RESIDENTIAL - SFR CONSTRUCTION
RF STR* 03 GABLE * BSCALE 1/172 STORIES 03 2.0 STORIES 25,000
RF CVR* 03 ASP/COMP SHNG * 3 172,450
INT W1* 5 DRYWALL * 20
FLOORI* 14 CARPET * 6 +--12---+
FLOOR2* 08 SHEET VINYL * IWDD I
FUEL * 04 ELECTRIC * I I 172,450
HEAT * 10 HEAT PUMP * 5 1 1 172,450
AC * 03 CENTRAL * 4 2 2
BEDRMS* BAS-IFU5-2LL- 0 * I I
BATHS * BAS-IFU5-ILL- 0 * 13 +--10--+--12---+------21------+
HALF B* BAS-IFU5-OLL- 0 * IBAS I
QUAL DESIGN*QUAL*SIZE * 103 I I
ABAVG 1.06 1.10 .96= *1 .12 I I
TOTAL QUALITY INDEX * 115 2 I
TYP GS AREA PCT RPL CS
BAS 1,176 100 71,677
WDD 144 020 1,768
FoP 95 035 2,011.
FGD 440 045 12,068
FUS 1,096 090 60,097
FIREPL 2 PREFAB $1320
2,951 .148,.9.41.
SFR 0100
I I
I 2
I 2
I I
3 I
2 I
I I
I I
i +-----20------+
I IFGD I
I I I
I 1 I
I 0 I
I I I
++-----19------++ 2
SFOP 5I 2
+-----19------+I I
1 I
2 I
I I
+-----20------+
10000100
PRIOR PERMIT INFO
18,000
18,000
194201980604WD QI 156,000
190005120304wo EV 24,500.
133606250399WD Dv 405,000
HTD AREA 2272
BAS=W33WDD=N12E12512W12$W10532E21FOP=55W19N5E
19$E2N10E20FGD=522W20N22E20$N22$
FU5=1096$.
25,00000 1000LT100 25,00000 25,000LAND NOTES
25000

FRI, ]AN 19, 2007, 10:28 PM
WRIGHT CARLOS D & WIFE WRIGHT YVONNE D & 04 0674 0070 18
180 WH ETSTONE DR TWP MAP SB BK LOT DV UDV CC
001400 007356 ID NO: 0674-95-4199.000
**** H ARNETT CURRENT FILE *** CAR D N0. 1 OF 1
LT#16 WHETSTONE 0.23 1 AC MPA#2000-29 1.OOLT 1.000LT SRC= 41NS
APPRAI SED BY 10 ON 0. 3/06/2003 .0.0455 WHETSTONE TW-04_C-O4 EX- AT- LAST ACTION 20050107
2020
FOUND * 3 CONT FOOTI NG * 5' MARKET
SUBFLR* 4 PLYWOOD * 90101 2,317118 62.54 146 ,224020201000000 9900 144,760
EX WL1* 10 ALUM/VINYL * 305INGLE FAMILY RESIDE NTIAL - SFR CONSTRUCTION
RF STR* 03 GABLE * 8'SCALE 1/157 STORIES 04 2.5 OR MORE 25,000
RF CVR* 03 ASP/COMP S HNG* 3 169,760
INT W1* 5 DRYWALL * 20
FLOORI* 14 CARPET * 8 +---14- ---+
FLOOR2* 12 HARDWOOD * IWDD I
FUEL * 04 ELECTRIC * I I 169,760
HEAT * 10 HEAT PUMP ~' S 1 1 169,760
AC * 03 CENTRAL * 4 2 2
BEDRMS* BAS-OFUS-3LL- 0 * I I
BATHS * BAS-OFUS-2LL- 0 * 13 I I
HALF B* BAS-IFUS-OLL- 0 * +--10---+---14- ---+
QUAL DESIGN*QUAL*SI ZE * 105' IBAS I
ABAVG 1.06 1.10 . 96=*1.12 I I
TOTAL QUALITY INDEX * 118 I 9
I I
I I
I +------21-------+
I IFGD I
TYP GS AREA PCT RPL CS I I I PRIOR PERMIT INFO
BAS 830 100 51,908: 3 I I 18,000
WDD 168 020 2,126 1 I I
FoP 60 035 1,313 i i I 18,000
FGD 546 045 15,385 I I I
FUS 1,318 090 74,172 i I I
I 2 2
I 8 6
I I I 163303940602WD YV 166,000
I I I 160500080302wo Yv 22,000
I I I 1336-06250399WD DV 405,000
+---12---+ I I
IFOP I I I
5 5 I I
+---12---+2+ +3+------21-------+
2 2 NEW HSE 2003
FIREPL 2 PREFAB $1320 +-7- -+
2,9.22 146,224
HTD AREA 2148
BAS=WI4WDD=N12E145 12W14$W10531E12FOP=55W12N5E
12$56E2S2E7N2E3N28 FGD=E21526W21N26$N9$
FUS=1318$.
LAND NOTES
SFR 0100 10000100 25,00000 1000LT100 25,00000 25,000
25000

FR2, JAN 19, 2007, 10:28 PM
CAUSER BRIAN JOE & WIFE CAUSER KIMBERLY JO & 04 0674 0070 38
175 WH ETSTONE DR TWP MAP 56 BK LOT DV UDV CC
001400 009852 ID N0: 0674-95-4338.000
'~*** H ARNETT CURRENT FILE *** CAR D N0. 1 OF 1
LT#65 WHETSTON E 0.230 AC 2000-29 1.OOLT 1.000LT SRC= 41NS
APPRAI SED BY 10 ON 0 3/0.6/2003 00455 WHETST ONE TW-04_C-04 EX- AT- LAST ACTION .20040.507.
2020
FOUND * 3 CONT FOOTI NG * 5 MARKET
SUBFLR* 4 PLYWOOD * 90101 2,013125 66.25 134,683020201000000 9900 133,340
EX WL1* 10 ALUM/VINYL * 305INGLE FAMILY RESIDENTIAL - SFR CONSTRUCTION
RF STR* 06 IRREG/CATH * 14SCALE 1/169 STORIES 02 1.5 STORIES 25,000
RF CVR* 03 ASP/COMP S HNG* 3 158,340
INT W1* 5 DRYWALL * 20
FLOORI* 14 CARPET * 8 +--12---+
FLOOR2* 12 HARDWOOD * IWDD I
FUEL * 04 ELECTRIC * 1 I 158,340
HEAT * 10 HEAT PUMP * 5 0 1 158,340
AC * 03 CENTRAL * 4 I 2
BEDRMS* BAS-IFUS-2LL- 0 * +----15-- --+-6-+ I
BATHS * BAS-IFUS-ILL- 0 * 13 IBAS 2 I
HALF B* BAS-IFUS-OLL- 0 * I +-6-+---12---+
:QUAL DESIGN*QUAL*SI ZE * 111 I I
ABAVG 1.04 1.10 . 99=*1.13 I I
TOTAL QUALITY INDEX '* 125: I I
2 1
3 5
I I
I I
TYP GS AREA PCT RPL CS I ++ PRIOR PERMIT INFO
BAS 1,238 100 82,018 I I 18,000
WDD 132 020 1,723 I I
FGD 462 045 13,780 +------21 ------+ I 18,000
FOP 28 035 663 IFGD I 1
FUS 450 090 26,831 I I 5
UUS 252 050 8,348 I I I
I 1 I
I 5 I 171802580103wo YV 152,000
2 I ++ 158304940102wo Yv 22,000
2 I I 133606250399WD Dv 405,000
I I i
I +-7--+ 1
I 4FOP 4 3
I +-7--+ I
I 3 3 I NEW HSE 2003
FIREPL 2 PREFAB $1320 +------21 ------+ +--11---+
2x.562. 134,683
HTD AREA 1688
BAS=W18N2W6WDD=N10 E12512W6N2W6$W15S23E21FGD=S
22W21N22E21$S15E7F OP=54W7N4E7$S7E11N13E2N15W2
N15$
FUS=450$
UUS=252$.
LAND NOTES
SFR 0100 10000100 25,00000 1000LT100 25,00000 25,000
2.5000

FRL, JAN 19, 2007., 10:28 PM
DIMAMBRO MARK A & WIFE DIMAMBRO DONNA M & 04 0674 0070 43
103 WH ETSTONE DR TWP MAP SB BK LOT DV UDV CC
001400 020193 ID N0: 0674-95-0470.000
**** H ARNETT CURRENT FILE *** CAR D N0. 1 OF 1
LT#70 WHETSTONE 0.230 ACMAP#20 00-29 1.OOLT 1.000LT S RC= 41N5
APPRAI SED BY 14 ON 0 1/01./.2003 ...00455 WHETSTONE TW-04 C-04 EX- AT- LAST ACTION 20050.32.1
.2020
.FOUND * 3 CONT FOOTI NG * 5 MA RKET
SUBFLR* 4 PLYWOOD * 90101 1,805128 67.84 123
,771 000003000000 9700 120,060
EX WL1* 10 ALUM/VINYL ,
* 305INGLE FAMILY RESIDENTIAL - SFR CONSTRUCTION
RF STR* 08 IRREG WD T RUS* 14SCALE 1/153 STORIES 03 2.0 STORIES 25,000
RF CVR* 03 ASP/COMP S HNG* 3 145,060
INT W1* 5 DRYWALL * 20
FLOORI* 14 CARPET * 8 +----14----+
FLOOR2* 12 HARDWOOD * IWDD I
FUEL * 04 ELECTRIC * I I 145,060
HEAT * 10 HEAT PUMP * 5 1 1 145,060
AC * 03 CENTRAL * 4 0 2
BEDRMS* BAS-OFUS-3LL- 0 * I I
BATHS * BAS-OFUS-2LL- 0 * 13 +--10---+ I
.HALF B* BAS-IFUS-OLL- 0 * +--10---+ +4-+--11-- -+
QUAL DESIGN*QUAL*SI ZE * 111 IBAS I
ABAVG 1.06 1.10 . 99=*1.15 I i
TOTAL QUALITY INDEX * 128 1 I
1 I
I 1
I 6
+3+ I
TYP GS AREA PCT RPL CS IFGD I PRIOR PERMIT INFO
BAS 806 100 54,679 i I I 18,000
WDD 148 020 2,035 I 7 +-5 -+ 106,290
FGD 281 045 8,548 I +--10---+ I 124,290
FOP 68 035 1,628 I I I
FUS 870 090 53,119- I I I
UAT 360 010 2,442 I 1 1
2 1 3
7 I I 150106490501WD QI 140,000
I I I 2048003903055W II
i +-----17-----+ 185405701103TR II
I IFOP I 140900910300WD YV 48,000
I 4 4 133606250399wD DV 405,000
i +-----17-----+
I I
I 5 NEW HSE 2001
FIREPL 2 PREFAB $1320 +---13----+
2,533 123.,771
HTD AREA 1676
BAS=W15N2W10WDD=N1 0E14512W4N2W10$52W 10511E357
ElOFGD=520W13N27E3 S7E10$S11E17FOP=S4 W17N4E17$
N13E5N16$
:FUS=870$
UAT=360$.
SFR 0100 10000100
LAND NOTES
25,00000 1000LT100 25,00000 25,000
25000

FRI,.JAN 19, 200.7, 10:28 PM
MATTHE WS TOMIE REX & WIFE MATTHEWS TAMMY & 04 0674 0070 48
19 WHE TSTONE DR TWP MAP SB BK LOT DV UDV CC
001400 025004 ID N0: 0674-85-7421.000
**** H ARNETT CURRENT FILE *** CAR D N0. 1 OF 1
LT#75 WHETSTONE 0.231 AC MAP#2000-29 1.OOLT 1.000LT SRC= 41N5
APPRAI SED BY 21 ON 0 2/13/2006 ,00455 WHETSTONE TW-04 C-04 EX- AT- .LAST ACTION 20060223
2020
FOUND * 3 CONT FOOTI NG * 5 MARKET
SUBFLR* 4 PLYWOOD * 90101 2,486122 64.66 162,064040401000000 9900 160,440
EX WL1* 10 ALUM/VINYL * 305INGLE FAMILY RESIDEN71AL - SFR CONSTRUCTION
RF STR* 03 GABLE * SSCALE 1/190 STORIES 02 1.5 STORIES 25,000
RF CVR* 03 ASP/COMP S HNG* 3 185,440
INT W1* 5 DRYWALL * Z0
FLOORI* 12 HARDWOOD * 8 +---16----+
FLOOR2* 14 CARPET * IFSP I
FUEL * 04 ELECTRIC * I 6 185,440
HEAT * 10 HEAT PUMP * 5 9 +--------30--------+ 185,440
AC * 03 CENTRAL * 4 I 3 I
BEDRMS* BAS-3FU5-OLL- 0 * +---16----+ I
BATHS * BAS-2FUS-ILL- 0 * 15 I I
QUAL DESIGN*QUAL*SI ZE * 107. I I
ABAVG 1.06 1.10 . 98=*1.14 I I
TOTAL QUALITY INDEX * 122 I I
I I
2 I
8 3
I 5
I i
TYP GS AREA PCT RPL CS I I PRIOR PERMIT INFO
BAS 1,846 100 119,362 I I 18,000
FSP 144 040 3,750: I I
FOP 182 035 4,138 ++ I 18,000
FGD 450 045 13,126 IBAS I
UU5 630 050 20,368 I +---15---+ I
1 IFGD +5-+
4 I I
I 1 I 19710284080457 II 118,000
i 3 I 186704051203WD AV 76,500
++ I i 133606250399WD Dv 405,000
+-------26-------+ 2 219102530206SW II 167,500
IFOP I 1
7 7 I
+-------26-------+ I
3 I CORR SQ/FT PER APPRAISAL
FIREPL 2 PREFAB $1320 +----20-----+ 2/13/06 KL/BB.
3,252 162,064
HTD AREA 1846
BAS=W30S3W16FSP=N9 E1659W16$528W2514E251E26FOP
=57W26N7E26$N13E15 S2E5FGD=521W20N23E1552E5$N3
5$
UUS=630$.
LAND NOTES
SFR 0100 10000100 25,00000 1000LT100 25,00000 25,000
2.5000

FRI, JAN 19, 2007, 10:28 PM
J E WO MBLE & SONS INC 04 0674 0070 53
8 WHET STONE DR TWP MAP SB BK LOT DV UDV CC
001400 017965 ID N0: 0674-85-5271.000
**** H ARNETT CURRENT FILE *** CAR D N0. 1 OF 1
LOT#80 WHETSTONE 0.231 AMAP#20 00-29 1.OOLT 1.000LT S RC= 42N5
APPRAI SED BY 21 ON 06 ./23/2004 00455 WHETSTONE TW-04 C-04 EX- AT- .LAST ACTION 200503.15
2020
FOUND * 3 CONT FOOTIN G * 5 MA RKET
SUBFLR* 4 PLYWOOD * 90101 1,962118 62.54 124,024 0404
01000000 9900 122,780
EX WL1* 10 ALUM/VINYL * 305INGLE FAMILY RESIDENTIAL - SFR .
CONSTRUCTION
RF STR* 03 GABLE * 8SCALE 1/157 STORIES 03 2.0 STORIES 25,000
RF CVR* 03 ASP/COMP SH NG* 3 147,780
INT W1* 5 DRYWALL * Z0
FLOORI* 14 CARPET * 6 +---13----+
FLOOR2* 08 SHEET VINYL * IWDD I
FUEL * 04 ELECTRIC * I I 147,780
HEAT * 10 HEAT PUMP * S 1 1 147,780
AC * 03 CENTRAL * 4 0 0
BEDRMS* BAS-OFUS-3LL- 0 * I I
BATHS ~ BAS-OFUS-2LL- 0 * 13 +-----18------+---13----+
HALF B* BAS-IFUS-OLL- 0 * IBAS I
QUAL DESIGN*QUAL*SIZ E * 103 I I
ABAVG 1.06 1.10 .9 9=*1.15 I i
TOTAL QUALITY INDEX * 118 I I
I I
I 2
I 0
2 I
TYP GS AREA PCT RPL CS 8 I PRIOR PERMIT INFO
BAS 678 100 42,402 I I 18,000
WDD 130 020 1,626 i +----14----+ I
FOP 45 035 1,001 I IFGD +--8--+ 18,000
FGD 476 045 13,384' I I I
FUS 1,000 090 56,286 I 9 I
UUS 255 050 8,005 I I I
I I I
+--9---+ I 19710659080457 YI 105,500
IFOP I 2 186704051203WD AV 76,500
5 5 1 133606250399WD DV 405,000

I I
I I
8 I
I I
FIREPL 2 PREFAB $1320 +-------22-------+
2,584 124.,.0.2.4..
HTD AREA 1678.
BAS=WI3WDD=N10E135 10W13$W18528E9FOP= 55W9N5E9$
N9E1451E8FGD=521W2 2N22E1451E8$N20$
FUS=1000$
UUS=255$.
LAND NOTES
SFR 0100 10000100 25, 00000 1000LT100 25,00000 25,000
25000

FRI, 7AN 19, 2007, 10:28 PM
MILLER BOBBIE E 04 0674 0070 SS
76 WHETSTONE DR TWP MAP 56 BK LOT DV UDV CC
001400022470 ID N0: 0674 -85-9252.000
**** HARNETT CURRENT FILE *** CAR D N0. 1 OF 1
LT#85 WHETSTONE 0.237 AC MAP#2000-29 1.OOLT 1.000LT
APPRAISED BY 14 ON 01/01/ 2003 004 55 WHETSTONE TW-Q4 C- 04 EX- AT- LAST ACTION 20051014
.2020
FOUND * 3 CONT FOOTING * 5 MA RKET
SUBFLR* 4 PLYWOOD * 90101 1
,658122 64.66 107,206010102000000 9800 105,060
EX WL1* 10 ALUM/VINYL * 30SINGL .
E FAMILY RESIDENTIAL - SFR CONSTRUCTION
RF STR* 03 GABLE * 85CALE 1/190 STORIES O1 1.0 STORIES 25,000
RF CVR* 03 ASP/COMP SHNG* 3 130,060
INT W1* 5 DRYWALL * 20
FLOORI* 14 CARPET * 8 +---15---+
FLOOR2* 12 HARDWOOD * IBAS I
FUEL * 04 ELECTRIC * I 6 130,060
HEAT * 10 HEAT PUMP * 5 I +----18-----+ 130,060
AC * 03 CENTRAL * 4 I I I
BEDRMS* BAS-3FU5-OLL- 0 * I 6 9
BATHS * BAS-2FUS-OLL- 0 * 12 I ++ I
QUAL DESIGN*QUAL*SIZE * 104 I IWDD +--11--+
ABAVG 1.06 1.10 1.00=*1 .17 I 6 3 I
TOTAL QUALITY INDEX * 122 I +-----20-----+ I
TYP GS AREA PCT RPL CS
BAS 1,455 100 94,080.
WDD Z28 020 2,974
FOP 12 035 259'
FGD 340 045 9,893
FIREPL 1 NONE
2,035 ..107,..20.6
SFR 0100
I I
I I
4 2
9 1
I I
I I
I I
I I
I +-6-+
I 3 I
I +-8--+ I
I IFGD I
I +4-+ 8 I
I 3FOP I I
I +4-+--11--+ 2
+---1 5---+ I 6
I I
1 I
5 I
I I
I I

10000100
PRIOR PERMIT INFO
18,000
91,810
109,810
211809260805WD QI 148,000
151703420701WD QI 134,000
1511088306Oiwo xv 22,000
133606250399WD DV 405,000
HTD AREA 1455
BAS=W11S3W20WDD=N6E2N6E18S12W20$N6E2N12W15S49
E15N5E4FOP=53W4N3E4$S3E11N8E8N3E6FGO=S26W14N2
3E8N3E6$N21$.
LAND NOTES
25,00000 1000LT100 25,00000 25,000
25000

FRI, )AN 19, 2007, 10:28 PM
GENTRY CRAIG WILLAIM & WI FE GEN TRY VALESKA C & 04 0674 0070 63
115 KE RRYLANE DR TWP MAP SB BK LOT DV UDV CC
001400 001674 ID N0: 0674 -85-9097.000
**** H ARNETT CURRENT FILE *** CAR D N0. 1 OF 1
LT#90 WHETSTONE 0.231 ACMAP#2000-29A 1.OOLT 1.000LT S RC= 41N5
APPRAI SED BY 14 ON 01/01f 2003 _0045 5 WHETSTONE TW-04 C- 04 EX- AT- .LAST ACTION 20021030
2020
FOUND * 3 CONT FOOTING * 5 MA RKET
SUBFLR* 4 PLYWOOD * 90101 1,800121 64.13 116,753.000003000000 9700 113,250
EX WLl* 10 ALUM/VINYL * 30SINGLE FAMILY RESIDENTIAL - SFR CONSTRUCTION
RF STR* 03 GABLE * BSCALE 1/151 STORIES 03 2.0 STORIES 25,000.
RF CVR* 03 ASP/COMP SHNG* 3 138,250
INT W1* 5 DRYWALL * 20
FLOORI* 14 CARPET * 8 +----14----+
FLOOR2* 12 HARDWOOD * IWDD 2
FUEL * 04 ELECTRIC * I I 138,250
HEAT * 10 HEAT PUMP * 5 I I 138,250
AC * 03 CENTRAL * 4 1 1
BEDRMS* BAS-OFUS-3LL- 0 * 2 2
BATHS * BAS-OFUS-2LL- 0 * 13 I I
HALF B* BAS-IFUS-OLL- 0 * I I
QUAL DESIGN*QUAL*SIZE * 105 +----14----+---12----+
ABAVG 1.06 1.10 .99=*1 .15 IBAS I
TOTAL QUALITY INDEX * 121 I I
TYP GS AREA PCT
BAS 848 100
WDD 168 020
FGD 364 045
FOP 60 035
FUS 814 090
RPL CS
54,382
2,180
10,517
1,347
47,007
9 I
I 1
+----14----+ 6
IFGD I I
I I I
I I I
I I +2+
I I I
I I I
I I I
2 2 I
6 6 1
i I 5
I I I
I I i
I I I
I I +---12---+
I I IFOP I
+----14----+ 5 5
2 +---12---+
+---12----+
PRIOR PERMIT INFO
18,000
99,300
117,300
FIREPL 2 PREFAB
2,254
SFR 0100
$1320
116,753
149701480501WD YI 158,500
141203120400WD YV 44,000
133606250399WD DV 405,000
NEW HSE 2001
HTD AREA 1662
BAs=w26WDO=N12E14s12W14$s35FGO=w14N26Ei4s26$s
2E12N6E12FOP=55W12N5E12$N15E2N16$
FUS=814$.
10000100 25,00000 1000LT100 25,00000 25,000LAND NoTEs
25000

FRI, JAN 19, 2007, 10:28 PM
GARCIA JORGE L 04 0674 0070 68
25 KER RYLANE DR TWP MAP SB BK LOT DV UDV CC
001400 014484 ID N0: 0674-85-5097.000
**** H ARNETT CURRENT FILE *** CARD N0. 1 OF 1
LT#95R WHETSTONE SD 0.461MAP#20 04-381 1.OOLT 1.000LT SRC= 4IN5
APPRAI SED BY 21 ON 0 9/27/2004 00455 WHETSTONE TW-04 C- 04 EX- AT- LAST ACTION 20050131
2020
FOUND * 3 CONT FOOTI NG * 5 MARKET
SUBFLR* 4 PLYWOOD * 9A 101 2,615124 65.72 173,178 040401000000 9900 171,450
EX WL1* 18 SIDING MAX * 355INGLE FAMILY RESIDE NTIAL - SFR CONSTRUCTION 21,580
EX WL2* 21 FACE BRICK * SCALE 1/178 STORIES 03 2.0 STORIES 40,000
RF STR* 04 HIP * 10 233,030
RF CVR* 03 ASP/COMP S HNG* 3
INT W1* 5 DRYWALL * 20 +---1 2---+
FLOORI* 12 HARDWOOD * 8 IFOP I
FLOOR2* 14 CARPET * I I 233,030
.FUEL * 04 ELECTRIC * 1 1 233,030
HEAT * 10 HEAT PUMP * 5 2 2
AC * 03 CENTRAL * 4 I I
BEDRMS* BAS-IFU5-2LL- 0 * +---------32--- ------+---1 2---+
'.BATHS * BAS-IFU5-ILL- 0 * 13 IBAS I
HALF B* BAS-IFUS-OLL- 0 * I I
QUAL DESIGN*QUAL*SI ZE * 112. I I
ABAVG 1.06 1.10 . 95=*1.11 I I
TOTAL QUALITY INDEX * 124 I 1
I g
2 I
I I
TYP GS AREA PCT RPL CS 3 I PRIOR PERMIT INFO
BAS 1,458 100 95,820 2 +-8--+ 18,000
FOP 234 035 5,389 I I
FGD 462 045 13,670' I 6 18,000
FUS 963 090 56,979 I +---- -21------+
I IFGD I
I I I
I 1 I
I 0 I 187509610I04WD YV 44,000.
+3+ +-5-+ i I 133606250399WD DV 405,000
I IFOP+- -12---+ 2
7 6 5 2
+--11--+----1 7-----+ I
i I
7 I
I I
FIREPL 2 PREFAB $1320 +-----21------+
3,117 17.3,178_
HTD AREA 2421
02GARAGE 24 32 76800 2810100L040405 1 00 21,581
BAS=W8N18W12FOP=N12E12S12W12SW32532E357E11N6E
5S1E12FOP=5 5W17N6E551E12$N10E21FGD=522W21N22E
21$N6$
FUS=963$.
21,581
LAND NOTES
SFR 0100 10000100 40,00000 1000LT100 40,00000 40,000
40000

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Mitchell Environmental, P.A.
Whetstone Subdivision Impact Area 1 A
Date: May 3, 2007 Scale: 1 "=60'
PO Box 341 Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile:[phone]

Mitchell Environmental P.A.
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Whetstone Subdivision Impact Area 1 B
Date: May 3, 2007 Scale: 1 "=60'
PD Box 341 Fuquay-Varina, North Carolina 27526
Offzce:919-557-4682 Fax:[phone] Mobile:[phone]

Mitchell Environmental, P.A.
Whetstone Subdivision Impact Area 2A
Date: May 3, 2007 Scale: 1 "=60'
PO Box 341 Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax:[phone] Mobile:[phone]

Mitchell Environmental, P.A.
Whetstone Subdivision Impact Area 2B
Date: May 3, 2007 Scale: 1 "=60'
PO Box 341 Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax:[phone] Mobile:[phone]

Mitchell Environmental, P.A.
Whetstone Subdivision Impact Area 3A
Date: May 3, 2007 Scale: 1"=60' ~~
PO Box 341 Fuquay-Varina, North Carolina 27526
Office:919-557-4682 Fax: [phone] Mobile:[phone]

Mitchell Environmental, P.A.
Whetstone Subdivision Impact Area 3B
Date: May 3, 2007 Scale: 1 "=60'
PO Box 341 Fuquay-Varina, North Carolina 27526
Office:919-557-4682 Fax: [phone] Mobile:[phone]

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Name of Stream Description
Curr. Class Date Prop. Class Basin Stream Index #
Youngs Pond Entire pond and C
connecting stream to
North Prong Anderson
Creek
Kates Creek From source to North C
Prong Anderson Creek
South Prong From source to Anderson C
Anderson Creek Creek
Buffalo Meadows From source to Anderson C
Creek (Stevens Creek
Pond)
Fairy Fair Creek From source to Anderson C
Creek
Gum Swamp From source to Fairy C
Fair Creek
Stewarts Creek From source to Little C
(Byrd Mill Pond) River
Williams Swamp From souce to Stewarts C
Creek
Beaverdam Swamp From source to Little C
Canal River
Black River From source to South C;Sw
(Little Black River
River) (Popes
Lake, Rhodes Pond)
Youngs Pond Entire pond and C;Sw
connecting stream to
Black River
Big Branch From source to Black C;Sw
River
Juniper Creek From source to Black C;Sw
River
Mingo Swamp From source to South C;Sw
River
Stony Run (Hannas From source to Mingo C;Sw
Pond) Swamp
04/01/59 Cape Fear 18-23-32-1-1
04/01/59 Cape Fear 18-23-32-1-2
04/01/59 Cape Fear 18-23-32-2
04/01/59 Cape Fear 18-23-32-3
04/01/59 Cape Fear 18-23-32-4
04/01/59 Cape Fear 18-23-32-4-1
07/01/73 Cape Fear 18-23-33
07/01/73 Cape Fear 18-23-33-1
09/01/74 Cape Fear 18-23-34
09/01/74 Cape Fear 18-68-12-1
09/01/74 Cape Fear 18-68-12-1-1
09/01/74 Cape Fear 18-68-12-1-2
09/01/74 Cape Fear 18-68-12-1-3
09/01/74 Cape Fear 18-68-12-2
09/01/74 Cape Fear 18-68-12-2-2
Page 7 of 7

-~~-~
PROGRAM
February 7, 2007
K & H Developers
204 Scholl Street
Fuquay-Varina, NC 27586
Project: Whetstone
County: Harnett
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP} is willing to
accept payment for impacts associated with the above referenced project. PIease note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. Uwe have not received a copy of the issued 404
Permit/401 Certitication/CAIVIA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be
issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work.
The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies
listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
followint= table.
Cape Fear
03030006 Stream {feet} Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Ri avian Non-Ri avian Coastal Marsh
Impacts 0 0 0 0.4773 0 0 0 0
Credits 0 0 0 0.96 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at {919) 716-1921.
Sincerely,
am D. Gilmore,
Director
cc: Cyndi Karoly, Wetlandsl401 Unit
Tom Farrell, USACE-Wilmington
Scott Mitchell, agent
File
~--
PE
R~,s~ortt~... ~ ... Prate Our .ttat~
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net