NC0087556_Engineering Alternatives Analysis_20010626

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Engineering Alternatives Analysis
Supporting Calculationsv
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Documentation
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Schnyder and Riels Devlopment, Inc.
410 Mills Gap Road
Fletcher, NC 28738
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David D. Smith and Company
Civil Engineering Consultants
46 Haywood Street, Suite 201
828-254-4448

'DAVID D. SMITH and COMPANY Project Name: erAR4eI f;I DCV2l0meri�
Civil Engineering Consultants Project No.: 13:5201 -52r5 -04
46 Haywood Street., Suite 201-A Date:. 10/0 # Page: I of
Asheville, NC 28801 Description: EnainePr�r AIfiern�#iV�
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b25 251 4789 XSD Engineering
0001'001
merage District
Wils;go� Geographic Information section
wth Carolina 45
!� NC 28814 mow'`.=` `- `� Time !Hate Sent 2:08 PM
Monday, April 16, 2001
'ax 828-251-478$ �h :~� •�`• `
Number of Pages Sent: l
;v Cook FROM: Eric Mum
-id Smith Engineering Sewer Information For:
Parcel ID Number: 9686.13-73-0831
-4448 Project # Project Name
}0140
'r scurcr not available
;oak;
our pre-vious phone conversation, I art sending; Ws letter as discussed 7bc property,
831, you had inquired about da;s not appear to have. any MSD .aver lines in it's
Lially it happvns to Pali well outside our district boundary, therefore would not be
\1ISD maintained saver. If you have any questions in relation to this, picnic fcc;l free to
tl
alor
-8275
Iwo not vdi-ritat the ascenraey of any information stated or showst on this or any page
;1,4 erplic:tly stated to the contrary. Field veriii,cAlon is advised for all information.
jas prepared this information based on best uvsulable data for use in assisting Divtrict
Work, service area analysis, a»d planning.
r receive all the pages Indicated above, Please call and ask Eric !Hann
it the appropriate pages.
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Total
v
;lance: 3 miles,
distance: 3 miles,
2
Miles
feet
Climbing:
415 feet
Descending:
-161 feet
feet
Elevation change:
253feet
Min/Max:
2249/2583
Rum Sia4ioh Pump
4tSphn clet- Sf fion A
t- I y � si @ ru Et fxI
eve Opmervr I
I
L"
C^6L 2330.0
C'Mylty
Conn ction
tO e X 4i nq
He,- D cO I Ict'-1-ioi
5y'sff'em
Latitude: I 0900 00' 00.0" N
Longitude 1800
00, 00.0" W
Elevation:
Grade:
5
@ EL 2OC
t- Pump
Station G
(5 EL 'z%O
Schnycler / t iet� t)evelopme t
'Pro�eCi' #� : 1332o1-�L5-o�
t)c&e : 4/17/01
Subj¢ck.- 'PrD le PMM prost
-b Mob col lec tor, SIGte m
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Civil Engineering Consultants
46 Haywood Street., Suite 201 -A
Asheville, NC 28801
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DAVID D. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201 -A
Asheville, NC 28801
Project Name: Sr's-hm-Ler
Project No.:
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name:,GChn\Jd-,? Ri>?a!5 aye'loomn . ,
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: 4;ohns er I PI mer i I'
Project No.: 1332ar- 52�5-0
Date: 6/10 /o 1 Page: of
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: 15L.i7i -4%%',Y'i? i�:) r~•:; ) '!I'?b���i' :.
Project No.:
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Project No.: 525-04
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Civil Engineering Consultants
46 Haywood Street., Suite 201 -A
Asheville, NC 28801
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46 Haywood Street., Suite 201 -A
Asheville, NC 28801
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46 Haywood Street., Suite 201 -A
Asheville, NC 28801
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Civil Engineering Consultants
46 Haywood Street., Suite 201 -A
Asheville, NC 28801
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
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46 Haywood Street., Suite 201 -A
Asheville, NC 28801
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Project No.: 15�3so 1 - -04 1
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: ecki m+Y lRi l `C)-:5\l?i0QY� frY
Project No.: l�o��L� a
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
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Project No.: 13�5'Z01- Pr-6- -c)L# '
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Civil Engineering Consultants
46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: ,hmder/Riel,5 tiPvelobrrfn-r
Project No.: 133201-
Date: lv /10/01 Page: of
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JUti-14-2001 10:05A FROM:
Tony Fuels
Jarco Development, LLC
410 I1I+lls Gap Rd.
Fletcher. NC 2873 i
Dear Tony.
_0: +221E,255.a10-0 P:2 ,2
411CH TechnqWAs
a3vanced mritrai electronic solutions
J!me 11, 2001 )ohn J. Butler
ArL4 F.ACSEIILF Genera! Counse'
ph 828.273.6308
fax $28.670.6132
email but4eg@ci'tech.com
I am writing to conf rni our conversations in February and March relating to your
request tn. use the C11 Technologies wastewater treatment plant {or the development you
plan north of our Frzirview facility. We have declined your request. As I mentioned to
you., it is our company policy to control inputs to our wastewater treatment system so we
can be sure of the source of any outputs.
We regret that we could not accommodate your requesr.
Sincerely,
to J Butler
Corporate Headquarters
1200 Rideefield 13auievard ; Suite 200 / AsFc-viiie, NC 26806 / Rh 828.670.5300 / fax [phone] / website wwwciitech.com

DAVID D. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201 -A
Asheville, NC 28801
Project Name: bchndev--/Rle, 1,=-p te \/ Q 10 t2Me
Project No.:
Date: ( ol101b I Page: of
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Buncombe County Public Schools
Maintenance Department
167 Craven Street Asheville, NC 28806
Telephone [phone] Fax [phone]
June 13, 2001
David D. Smith & Company
Ms. Denise Perry
46 Haywood St. Suite 201-A
Asheville, NC 28801
RE: Fairview W WTP — Additional Waste Water Acceptance
Dear Ms. Petry,
Per our conversation on 6/ 12/01 concerning the additional flow from the proposed Schnyder/Reils
residential development to the BOE's wastewater treatment plant located at Charlotte Highway, I
offer the following:
A) Additional plant expansion currently under way in order to handle the increased flow
from Fairview Elementary classroom additions.
B) Existing plant already receiving flow from (1) residence and (1) business entity located
on Charlotte Highway from initial construction, limiting increased flow from original
design specifications.
The Buncombe County Board of Education therefore ultimately denies any additional flow to this
W WTP based on the current needs of our facilities. I hope that this information is as you
requested.
Respectfully,
2. A,"-/j,,Ak—
R. Belvin Hall — Assistant Director
Buncombe Co. Schools Maintenance.
Cc: Dr. Stephen L. Page
Mr. Cecil Arthur
Mr. Gregg Fox
Mr. Marshall Roberts
File
16CL-

DAVID D. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: cJn• Ili t
Project No.: i55,zol - 5 -o
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46 Haywood Street., Suite 201-A
Asheville, NC 28801
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DAVJD'D. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: Sc�:-njder/Bleb T)e�Plopment
Project No.: -b l -
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Civil Engineering Consultants
46 Haywood Street., Suite 201-A
Asheville, NC 28801
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Civil Engineering Consultants
46 Haywood Street., Suite 201-A
Asheville, NC 28801
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EYAWD D. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: 5ehn der i ) -r�
Project No.: 1:��5 2nl -5 5-04
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DAWD-D. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201 -A
Asheville, NC 28801
Project Name: eCh'(),qd�r/ Rrle�) 0-P- 012r-nevr
Project No.: 135-fZol I I I
Date: &11,ilol Page: of
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IIAWD-D. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201 -A
Asheville, NC 28801
Project Name: f-e'ld opnnerri-
Project No.: 13?-rzol' c525,04
Date: G­ /I i lo I Page: Of
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Name: OTEEN Location: 035° 31' 42.7" N 082° 24' 38.1" W
Date:6/9/101 SchnOft- 65 beveto n-- 1�01--�'L5'0�
Scale: 1 inch equals 1000 feet (011 (lp1
Copyright (C) 1997, Maptech, Inc.

"'MITH and COMPANY
s-ering Consultants
)d Street., Suite 201 -A
VC 28801
Project Name: So-mvder Ridg lopment
Project No.: 15�2= (- 25 -off
Date: �fIJLO I Page: Of
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PREASRAIMP
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HYDRAULIC PROFILE
TANK SUMMARY
SURGE-9,500 GAL
AERATION-27,000 GAL-(3 X 9000)
CLAR-6,000 GAL-(2 X 3,000)
CHLORINE-1,000 GAL-(2 X 500)
DIGESTER-9,000 GAL
POSTAERATION-750 GAL
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David D. Smith and Company
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(ats) Ap4-4"8 raz (=I 03-4140
Schnyder/Riels Development
27,000 GPD WWTP SCHEMATIC
SCALE : NTS Proj. No. 133201-525-04
DRAWN BY: DATE : 5/14/01
M.: SHEET i OF 1

DAVID-11 SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: 5chnydn-/ DeV210On
Project No.: 1'''5'2-01- 52.E -v
Date: W14 /o I Page: of
Description: 5ro l ree ri nn
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DWD ID. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201-A
Asheville, NC 28801
Project Name: JGhn\d'erJR1'P,'5 D?y?l
Project No.: ! 3 ZD (- 52� - 0 L4
Date: 6,14 /o i _Page: of
Description:
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11

DAMD-b. SMITH and COMPANY
Civil Engineering Consultants
46 Haywood Street., Suite 201 -A
Asheville, NC 28801
Project Name: 6chn�dfr Develot2wj
. &09 4 1
Project No.: 1352()1- 525 , 0
Date: CoII4161 Page: Of
Description: I en!41-rieerit-4 Alter r)qtie-5
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Tony Riels
410 Mills Gap Road
Fletcher, NC 28732
April 04, 2001
APR 2 7 2001
POINT SG.ib.OE 6fedt�C4
ON -SITE WASTEWATER
SOIL/SITE EVALUATION REPORT
Approximately 26.661 Acres on Miller Road
Fairview, NC - Buncombe County
Stuart Black Soils Consultnig
507 Walkertown Drive
Old Fort, NC 28762

I
A soil site evaluation was conducted by this company for Tony Riels on
Miller Road in Fairview, NC on February 24 and March 17, 2001. The
evaluation was general in nature. Its purpose was to provide guidance for
developing approximately 26.661 acres for three -bedroom house lots utilizing
on -site wastewater (septic tank) systems under current sewage laws and rules
15A NCAC 18A .1900. The homes are proposed to go on individual lots
averaging one third of an acre each. Municipal water will be used for the
potable water supply. The western end of the southern property line was not
well marked. Mr. Riels and Mr. Brad Schnyder were present intermittently during
the evaluation.
The following criteria were taken into consideration for this evaluation: 1)
topography and landscape position (including slope), 2) soil depth, 3) soil
morphology (physical characteristics), 4) soil wetness, 5) restrictive (cemented)
horizons, and 6) available space. The evaluation was conducted with the
following equipment: a 48 inch mud/soil auger, a soil knife, a clinometer, a
compass, a drafting scale, a 10 foot tape measure, and an old survey map
partially overlain with a topographic map. Sixteen auger borings and 24 pits
were used to describe the soil. The borings and pits are marked by numbered
blue survey ribbons or pin flags. The borings and pits are roughly located on the
site map (Attachment I) and described on the soil/site evaluation sheets
(Attachment II). The numbers on the ribbons and pin flags correspond to the
numbers on Attachments I and 11.
General
The property is roughly in the shape of a rectangle that lays slightly
northwest to southeast (almost due north to south) with a large, thin notch
missing from the southern end of the western edge. In addition, there is a four

2
and a half acre square protruding south from the southeastern corner. Miller
Road forms the eastern edge of the rectangle.
There are two knolls on the property. One is near the center of the
southern third of the property. The other one is just 150 feet or so south of the
center of the northern property line. Two ridges radiate out from the southern
t
knoll. One goes nearly due north to about the northern third of the land before
ending abruptly in a nose slope. The other ridge goes nearly due west a couple
of hundred feet or so and then angles northwest off of the property near the
northern end of the missing notch. Two ridges also radiate from the northern
knoll. One goes slightly northwest (almost due north) off of the property. The
other one goes almost due east (perpendicular to Miller Road) before ending
abruptly just west of (above) Miller Road.
There is a series of valleys on the property. The largest one begins just
west of the southern knoll and flows generally northwest. It exits the property
near the northern third of the eastern property line. Most of the other valleys
flow eastward (more or less) into the large valley.
There is a large creek (Cane Creek) just east of and parallel to Miller
Road (off of the property). There is a steep bank (50% slope +/-) along the
entire eastern edge of the property (except where the valley exits). This steep
bank, that is shallow to rock/rocky soils, is likely an old creek bluff. It was
probably created as the creek eroded its way down through the landscape and
left the more resistant material.
Both, the end of the ridge in the northeastern corner and the hillside in the
southwestern corner, exhibit complex topography or gullies at close intervals.
There are other areas that show this condition to a lesser degree.

3
It
Some old logging or farm roads cross the property. The more prominent
two are along the southern two-thirds of the eastern edge and in the
northwestern corner parallel to the western property line.
The vegetation on the property is largely "scrub" pines and white pines
about 15 years old or so. This is consistent with old grown up fields. There are
no known wells, streams, or structures on the property.
Landscape Position and Topography
Slopes measured on the property near the borings and pits range from 4
to 58 percent. Slopes vary dramatically. The average slope should be around
25 to 30 percent. The flatter slopes are on the ridge tops. The steeper slopes
are along the eastern edge. Landscape positions where borings were done
include ridge, nose, shoulder, linear convex, and linear slopes. Several areas of
complex (gullied) topography were encountered. The most significant instances
are in the northeastern corner (on the end of the ridge near Miller Road) and in
the southwestern corner on the lower end of the hillside. These areas will be
unsuitable for septic systems. Steep slopes and complex topography will be
severely limiting factors for developing this land.
Soil Depth
Soil depth to parent material (saprolite or rock) was measured at 14 to 45
inches. Average soil depth should be close to 30 inches. Generally, the
shallower soils are found on the eastern third of the northern two thirds of the
land (especially on the steeper slopes). The deeper soils occur on the western
side of the property. Soil depth will be a major limitation to developing this
land.
Soil Morphology (Physical Characteristics)
The soils on this property vary little except with respect to soil depth.
Most soils exhibit a moderately thick to thin loamy topsoil (A horizon) over a

0
moderately thick to thin, friable to firm, sandy clay loam to silty clay loam subsoil
(B horizon) with subangular blocky structure. There is frequently a narrow
transition (BC) horizon which usually continues into saprolite (C horizon),
weathered rock (Cr horizon), or bedrock (R horizon).
The Health Department will need to see backhoe pits where saprolite will
be encountered less than 12 inches below the drainfield trench bottom. This is
so they can check for open, continuous joints or cracks.
A long-term acceptance rate (LTAR) from 0.4 to 0.5 gpd/sq. ft. seems in
order where soil depth is sufficient.
Soil Wetness
Soil wetness should not be a serious problem as long as the obvious
concave landscapes and valleys are avoided with septic system drainfields.
Proper management of surface runoff will be important at each site.
Restrictive (.Cemented). Horizons
No restrictive horizons were identified on this property.
Available Space
Available space is the usable area left over after setbacks and bad soils
are deducted. The impact of available space will depend largely on lot size plus
size and placement of road and utility right-of-ways. The Health Department can
be contacted for a complete list of their setbacks. Also, the applicable Planning
and Zoning Departments should be contacted for additional setbacks and
development ordinances.
Lots in areas with unsuitable or marginal soils should be laid out large
enough to include an adequate area of usable soils for a septic system and
repair are., A good way to deal with an unsuitable area is to divide it among as
many lots as possible, thus minimizing its impact on any one lot. With most of

G
the unusable land concentrated in one large area, it will be difficult to
divide it evenly among many lots.
Observations/Conclusions/Recommendations
In light of my evaluation I have the following comments to offer:
1) Septic systems are not practical to serve the wastewater disposal needs of
t
this proposed development with lot sizes averaging one third of an acre. This is
especially true in consideration of the huge amount of land that will probably be
lost to shallow soils, steep slopes, and complex topography. A more practical
approach would be to pursue a discharge permit through the N.C. Division of
Water Quality or seek out municipal sewer.
2) Shallow soils will be the largest limitation to septic systems in this
development. Of the sixteen auger borings, six of these (2,3,6,7,9, and 14)
indicate soils that are too shallow to parent material for septic systems. Three of
the remaining ones (4,5, and 8) are marginal and could go either way. Most of
the shallow soils occur along the eastern edge of the property especially on the
steeper slopes. Backhoe pits confirmed this for the most part.
3) The steep slopes along the eastern edge, near Miller Road, would be a
severe limitation to septic systems in that area. However, that is probably a
mute point due to the shallow soil depths in the same area.
4) There are two areas of complex (guliied) topography. One is in the
northeastern corner, on the end of a ridge near Miller Road. It is near and north
of boring 9. The other area is on a hillside in the southwestern corner. It is near
and southwest (+/ } of boring 16. Both of these areas are unsuitable for septic
systems by definition.
Disclaimer
The findings of this report represent my professional opinion about soil

rl
and site conditions based on the information available to me during a limited,
general evaluation.
Variability in the soils could result in conditions that are unpredictable and
different than what I found. Further evaluation could also reveal different soil
conditions than those found during this evaluation. I cannot guarantee any
septic system permits. Only the Health Department has the regulatory authority
to. issue permits. They may chose to differ with my opinion based upon their own
findings.
I am not responsible for errors made due to unclear, unknown, or
misrepresented property lines.
There are circumstances beyond the scope of this report that could create
problems that might deny the use of the property as desired. Some of these
include: zoning laws; excessive grading; and mislocation of houses, drives,
property lines, wells, or utilities. Buried utilities and culvert runoff should not
cross drainfields, septic tanks, or repair areas.

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'�j� 1 SOWSITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
12-1OWNER: o by Ri e- Ie. PHONE: DATE EVALUATED 2O
ADDRESS: PROPERTY IDENTIFICATION NO.%
COUNTY: ���YY b Q' PROPERTY SIZE: PROPOSED FACILITY:
LOCATION OF SITE: i'-� U K t H e'r
„*_„ n_ ..r....,:... D.,{,1:.. Y 1PV AT 11 A'TVW RV• 0»ePr RmAnerpit cut
Yll11r+1tJVrrf..i. v++—vow
FACTORS
..v+s •-•••--------
PROFILE i.1-
- --
PROFILE f Z I
PROFILE ti-
PROFILE 4�
PROFILE { �--
WDSWE 10SIItOM
L
7NL
L C 5
SIM %
BOIQOM DDIWDESIGMATiOM
4 14 An
O — f7 do
T:xlvreGroup
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L
L—
L.
t. t
tonsitl:au
Structure
c
4`�
tr
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MiE
Ve
idol
tEOt QOX q DEyiti/DESIGNATIOM
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— lK1.1
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tanS3Sienr!
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S'
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Color
H01208 W DDWDESiGM OR
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f
a l"1
tansiskacs
Strucal
Wu- dogr
Color
SOIL WETNESS/90111B
t;ESTt;taaERot;QOX
3411
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ACGITAMCE HWAI)
, 5,
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4. L��t
EVALUATED BY: ant wwmwiwn: uAlt
c" e.�- IEGEIiD
IASUAPEPOS�QN TFMRE brcc � SRUM, MINERUG
R•fudge
S•Sand
gvcgrovely
S-Shoulder slope
Is -loamy+ scud
co•tobbly
L-Gneer slope
sl-sandy lccm
hAouldeq
FS-Foot Slope
(-loam
v•very
8 nose slope
0-411
fined slope
srl-srlt loam
cRoncave slopa
d-day loam
Cy -convex slope
sd-smdy day loom
T-tarroca
sc-sandy day
R-flood plcne
sic slily day
DWdrancgeway
c-day
ploist Wet
sg4noe gran
SE -slightly expmsive
vfr-very fri" ns-non sticky
m•massive
EXP-Expensive
fr-friable ss-sliSE�tly sticlry
u-uurrfi
MISaLLM-rou
fi-firm S-sticky
gr-grenulcr
AR-cuger refusd
vfi-very firm vs -very sticky
sbk.subclguler bloclry
WR-weathered rock
e5-extremely firm np•non plastic
abk-myula bloeq
SA+°-soprelite
sp•slightlyy plastic
pl-piety
R$edrock
P-plastic
pr-pris+mtit
LD P= t aI3,e J; av-+,% '4d-r f; fe
vp•very plastic
t{aies: Sal wetness: inches from land surface to free water or inches form land surface to sail colors with rhromo 2 or less on Munsell odor chat
tlassificanon: S (suitable) PS (p(ovisiondly suitable)
or U f unsuitable)
long Term Acceptance Rate- gd/dayA2
Horizon Depth - in inches Depth of Fdi in inches Restrictive Horizon -thickness end inches form land surface
Pawl Material •depth form ground surface/type

�g
SOIUSITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
OWNER : oRiels PHONE: DATE EVALUATED e) 12-410
ADDRESS: PROPERTY IDENTIFICATION NO.*
COUNTY: PROPERTY SIZE: Z - `F� PROPOSED FACILITY: -3F R Js
LOCATION OF SITE: —Li lie r� . 'F�:r•r i vl
WA 1 TK \T TP V- l ■A-\ftw Wall AIMw••f wifll �•.i.i:w / T!'tt A • TV lwlfw.f wa. • w . // ..
FACTORS
PROFILE i�-
PROFILE # 7
PROFILE #g
PROFILE 4 q
PROFILE
UNDSCUE t'OSIii0tt
L
SLOPE %
Sq J�7�
$
K1909 DETMESIGMBOX
Tume Group
_ .�Aja
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— 2
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k�xrdogy
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-- I
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5 L- 6a V6AP
6 c.-
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900 k
turd
6 C
5
St
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MUCH IA DEt'MBOATiOH
— 'Z D bL
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5
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knudogy
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GO
t:o ON Y DETTIvDBIMATIOH
Tuture Group
Cxsaknte
Sr►uxlre
knudogy
car
S:1 WETXBV90TILES
12-11KiNE RD120H--
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at
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to of POSMON
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R-Z:ve
S-Sand
By -gravely
S-S:'atlde< slope
lsdocmy send
co•cobbiy
l-U,ear slope
sl-sandy taunt
bd-bould
FS -�vt Slope
1•locm
v-very
slope
si-silt
H;::ad slope
sd-silt loan
Lc'-aacova slope
d•day loom
(r'alvex slope
st1-scn4 clay loam
T-1.?:-0ce
sc-sa4 day
f ( . -A plana
si( siy lty day
N-ranogeway
c-day
inn aissiR(ABox: ITA.R
LEGEND
e
least Wet
sg-since gran
SE -slightly expatsivs
*-very friebls ns-non sticky
m-massive
_
up-Expatsive

At�ach me xJ IL - p I - 3
SOUJSITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
OWNER: P, J f, I PHONE: DATE EVALUATED 2
ADDRESS:
COUNTY:
LOCATION OF SITE:
11/1•1+c0 olrmw v. nw_C.t- W-11
PROPERTY IDENTIFICATION NO.%
_ PROPERTY SIZE: Z4AC PROPOSED FACILITY: 5� 10
rr%mrnifnity Dithllir T2VA1 11A"OM RV- Auner Snring_j.,_-1 Pit Cut
FACTORS
PROFILE .# 1 t
PROFILE # 17
PROFILE 13
PROFILE 41 1,1. PROFILE4 S
UNDSWE 10SIMI
SWE z
Ito f&
HOtQOH DEPTH/DESIGNATION
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—
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ar,
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color
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Sstiwe
1Lneralogy
Iola
HOtQOH Y DF)IN SIGHATi4H
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con*tence
Smtceue
tlinualogy
color
SOIL WUNESS/9010
MIXTIE HOI±QOH
111E10 MATEIRI
(WSIRATION
tJ v-xz_4 l . . 5,
, , L
v 5
• LONG TEt+I
LONGkc(]EN LATE (fiat)
O `s-
O . �
t�
O ' I
� ,4
EVALUATED BY: :fuMn UMM P MNI: r" 1. v r e <5 + oWaA int UJUNUHUN: u
5<-"dec bvi e(jy LEGEND
11(AFF POSMON IFM (ONSIMN STRUM �
R-Cadge
S-Sand
gvgrcrely
S-Shoulder slope
Is -Loamy scud
cc-cobbly
L. inear slope
sl•scnd&j loom
bAouldery
FS-Foot Slope
1400m
every
H•nose slope
si•sil1
Mead slope
sil•silt loam
ic.cencove slope
d•cay loam
t;vtonvax slope
sd-sandy day loom
T-terroce
sc-sandy day
FP•flood plane
sic silty day
DW-dranageway
c•doy
Moist Wet
sg-single gran
SE -slightly expansive
vfr-very frioble ns-non sticky
m-massive
EXP-Expmsira
fr-friable ss•slighlly sticky
ar-crumb
MISIFLLANFOU
fi-firm S•sticky
gr-grmulcr
&AR -auger refusd
vfi-very firm vs -very sticky
sbk-subengulor blocky
WR•weathered rock
efi-extremely firm np•non plestic
abk-ongulu blocky
SAP•saprdite
sp•slightlyy plastic
P•plostic
pl•platy
pr-prismctic
R•bedrock
►.ap Lxx-gz Diaw z4--c P"Pe
vp-verj plastic
KoW: Sail wetnass: inches from Imd surface to he water
or inches form land surface to sal colon with chrorna 2 or less on Munsdfl crier chart
Clossificanon: S (suilable) PS (provisiondly suilabls) or U (unsuitable)
Long Term Acceptance Efate- gd/&yA2
Horizon Depth • in inches Depth of Fill in inches Restrictive Horizon -thickness and inches form fond surfue
Parent Materiel • depth form vound surface/type

A+4a1-hnnenf LT - pi - q
t SOIUSITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
OWNER :�.s1..`"^� Q i PJ`s PHONE: DATE EVALUATED 4
ADDRESS: PROPERTY IDENTIFICATION NO :_
COUNTY: PROPERTY SIZE: Z q&4:Il- . PROPOSED FACILITY: :.=e g �� 542_ 16 -
LOCATION OF SITE:'
WATER SUPPLY: On -Site Well _ _Xornmuni Public v- EVALUATION BY: Au er Borin Pit Cut
FACTORS
PROFILES
FPROFILE
PROFILE
PROFILE
PROFILE
IANDS(APE POSITION
L
$LOPE %
LEZE
H01909 DEP1051GRAT10K
0— 12— AB
lukmi Group
(onsssma
Structure
lbinerotogy
6
cola
HOIi1ON 0 DErIIUOESIGNATIOiI
1z — 3
Turns Group
GL—
(onsatsace
stut ure
ttinrratogy
(otor
.
H0120H tH DEFTH/DESIGNAWN
lac re Group
(onsistence
Swcnus
luariogy
Color
Hot izoN K DEPT usiGNAliott
lexlun Group
t.onsassncs
Sauce
ltmstology
Wla
_
HOIQON Y DEITHIDESIGM1E01
hims Group
Cardaltut
Ssruceut
ldisserotogy
(ator
Soil WETNESS/IIOTlis
IESTIME H0190H
.�
RIM KIRIAI
CLASSIFICATION
• LONG TExst
ACCUTAN(E LATE (ITAI)
"
EYAtUATED BY: OTHERS PRESENT.
I ANDSWE POSMOtr
IEXIliBE
R-Zdge
S-Sand gvgovely
S-Shoulder slope
Is-laamy sand to -cobble
L•Unea slope
sl•sandy loom bAouldery
FS-Foot Slope
Idaam v-very
N-nose slope
si-silt
Oeod slope
sill -silt loom
cc -concave slope
d-doy loom
(v-convex slope
sd-sandy day.locm
1-terrace
sc-sandy day
FP -flood plane
sic silty dirt'
DW-drdnagway
e-day
SITE 0ASSIFI(ATION: LIAR:
LEGEND
CONSISRH
STRUM8:
81HF AlOY
Mdst Wet
sg-since grain
SE -slightly expressive
Yfr-very friable ns•non sficScy
m-massive
EXP-Expensive
Wriloble ss-slio iy stuky
cr-crusrl
fdigamm
fi-firm S-sticky
gr-groula -
AR•euger refusd
vfi-very firm vs -very sticky
sbk-subcagulor blocky
WR-weathered rock
efi•extrarsely firm np•non plastic
obk•ongulcr locky
SAP -worts
sp-slightlyy plastic
plAy
R�edrock
P-plasfic
pr-pdurdtic
vp-very plastic
Mj: Sal wetness: inches from land surface to free wafer or inches form land surface to sal colors with duoma 2 or less on Munsell color 6crt
- dossificanon: S (suitable) PS (provisiondly suitcble) or U (unwitcble)
Long Term Acceptance Rate. gd/deyA2
Horizon Dep$ - in inches Depth of Fdl in inches Restrictive Horizon -thickness and indses form land surface
Parent Werid • depth form ground sudoce/type

t�
Alfa d,-x ��- f g • - r
I
SOIL/SITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
OWNER : TML-.. • � 1 �
PHONE: DATE EVALUATED o 3 / ? /61
ADDRESS: PROPERTY IDENTIFICATION NO.%
COUNTY: 9 u K r.0 s'''" ty PRO ERTY SIZE: PROPOSED FACILITY: 3 —u b elu s e 1645
LOCATION OF SITE: ` '~
11/ArMD OTMDT V. f%n_Qirm- WP11 __ 1'nmm11niry P11hlirRVAT TIATTOM RV• AuverRnrin¢ Pit ut
FACTORS
PROFILE*
PROFILE
PROFILE * I q
PROFILES Zp
PROFILE
uHDSAirE POSI MN
16-3
10120H DEt'itt/DESIGUMN
O r
D -`
L
(ansaserue
Structure
G
tdu�erdagr
!J'
' F.
Coto
K012OH D DETTH/DESIGHATIOH
— (
f
— Z
—
— 2 3
Tern Group
5
�'L
(onsiswe
Swore
— b .
S d�
tlir►erda
E
(dor
Hot;ay uI DErnt/DEsig noH
7R— 2
—
-- 3 3 +-
-- 56+ff
Take Group
S •
h mod.
L—
(onsasertce
—
Swtuat
—
-i- a •r'
(
r Mud
(dar
B01208 K DUTWDESiGHATIOH
—F Z v-
2 — Z
Tawfi Group
-- W
(artsatertce
Swcme
t�erdogr
COW
H0120H V DEfTtVDESIGHATIOX
Tame Group
(onsatenu
i
Swceue
2S" 4-a Cx-
idinudogT
(oiar
SOIL WEINISS/90TTLES--
1511KTNE H0120H
PAIEHTAtAIRUL
"
* +1_
> 3
CUSSIRuM
• [OHG TEfu
A((f1TAH{E LATE (LTAI)
�/�
N l �`
o •
o ,q
EYALUATED BY: 4 f :
01HERS PRESIN1: SIZE CUl NLABOH:
I
IIAK:
Riels LEGEND
LAMOSAPE PQSt1 O
IfIIIlBE
f:4�'ISlm 91;iEQ1I$f
MINERALOGY
R-Cadge
S-Sand
gvgrovely
Moist Wet sg•sincoe grain
SE -slightly expansive
S-Shoulder slope
Is -loamy send
co-cobbly
vfr-Very frio6le ns•nec sticky m•massive
EXP-Exponoy:
L•Unear slope
sl-sond&f locm
bAouldery
fr•frildh ss-sli�dy sTi(ky a•aurrb
MISSEL(Al FOU
FS•Foot Slope
140am
v-vtry
fi-firm . S-sticky gr-grcnulcr
AR -auger refund
N•nose slope
si-A
vfi-very firm vs-vvy sticky sbk•subenguler blocky
WR-weathered rock
H-head slope
sil-silt loam
eh-extrrely firm np-non plastic obk•ongulor Wocky
SAP-soprdite
(c•concove slope
d-day loom
sp-sGSndyy plastic pl-piaty
R�euock
evconvex slope
sd•sandy day
loam
P�0511( pr•prisn do
1-terrace
sc-sandy day
vp-very 0ostic
FF-Hood plane
sic stay day
!mien: Sal wetness: inclus from land surface to free water or Mes form land surface to sal colors with chrome 2 or less on Munseb cola 6cel
DW-drdnageway
c-day
Oassificanon: S (witc%) PS (provisiondly suitule) or U (unsuitable)
Long Term Acceptance Rate. gd/dayA2
Horizon Depth • in k6cs Depth of Fdl in Mes Restrictive Horizon -thickness end inches form land surfoce
Poreat Materid - depth form ground surface/type

A4a4_,kvv-,.e,v----L E -p9 -'ro
SOIL/SITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
OWNER: t 1 S PHONE: DATE EVALUATED D 3 ? O
ADDRESS:
PROPERTY IDENTIFICATION NO:.
COUNTY: PROPERTY SIZE: PROPOSED FACILITY:
LOCATION OF SITE:. m ex— Q n;a j t- ► P.. ��
WATER RLIPPLY, On -Site Well Community Public RVAL.TTATIOM RY- Auoer RnrinvPit_e�Cut
FACTORS
PROFILE #- Z Z
PROFILE **3
PROFILE4tz
PROFILE # 2 e--
PROFILE .#
IANDStAf E fOSiTIOR
SLOPE X
KUM DEPTO SIGMINN
—
—
AnAn--
lexsxe Group
, GL
L 0tL
't—
(amistemu
Structure
6bler
trimuckgy
I
(eta
.el
K011ZON D 0111MESIGNAilo11
2-4-7-4-
Taut Grasp
L.
feral ma
Strums
b
i suck
Color
110111011 W DEPTIVNISIGAATlOII
- D
3 Z — !odx
lexture Group
' C.L_
S 0—
ep-. L—
fonsisknte
C-C
Sahrcaxe
a1pk
ldintroi
(ator
K012011 lY DEtTIi/DESMATION
30 — q-
lextwe Group
vj k
e L.
I.onsisleshce
h
Sm akin
Alimrrologv
U0(
60190MY DEPTWDSIGIIA110K
icon Group
iomsistente
Svutture
-
t►�uology
Wor
SOIL WE NBS/90HLES
tESTYf(TNE iIOi;QON
—
—
�
"�
MEN( Id ATEMI
3"
3 w
2-
U, SITI(AT 9
.5 ,
r p 5, s4l im,
V c
V-Ka- .5.
1 f"t�'
• LONG TE2ll
ACCEPTANa MTE(LTAI)
O • �}S
Ska (ow
d t�P it
5 ka l4 a r
�• �S I--Dg *
D� �j. L eb P'_
1
L O P
EVALUATED BY:
01HER5 PKERNl:
Slit UA551011011:
LM
LEGEND
1 XOS RF P Soma
IEIQ1lIlE
(ONSISTEh¢ STRUM
MINERALOGY
R-edge
S-Send
F-grovely
Mast Wei sg-single gran
SE-slighlly expansive
S-Shculdx slope
Is-Loemy send
co-cobbly
vfr-very MC113 ns•non slik m•massive
EXP-Expansiva
L-lineor slop:
sl-sandy loam
bd-bouldery
fr•frio% ss4loily s6ciq unmb
mizllAtim
FS•Fed Slope
I40am
v-very
fi-firm S-sticky gr-granule
AR-orger refusd
X-nose slope
si-silt
A -very firm vs -very sH&I sbk-subahgular blocky
WR•we, iered rack
H-head slope
sil•silt locks
eli-eztrarAy firm Rpm plastic ebk•angula bloccj
SAP-saprolite
cmencave slope
d-day loan
sp•sGgbdyy plastic priory
RIe luock
(v-canvex slope
sd-sandy day loan
P�ashc pr-prisr do
14eacce
sc-sandy day
vp•very plasCsc
FP -flood plane
sic silly day
E;W: Sal wetness: incises from land surface to free wafer or incises form land surface to sail colors %A dsram 2 or less on Munsell (do( chart
UN-drdnegeway
c-day
Bassi icdon: S (suilaNt) PS (provisiaiolly sui dla) or U (unsuilable)
Lwg Term Atcepionce Rate- gel/dgA2
L > P = L.a-vge.D ► ameA-wr ?i paw
Horbon Depth -in inches Depth of Rq in inches Restrictive Haiion-thickness and inches form land surface
Parerhl Materhef • depth form ground surface/type

A4a-U w. �.t I - pj - 7
SOIUSITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
OWNER: "L PHONE: DATE EVALUATED O
ADDRESS: PROPERTY IDENTIFICATION NO. .
COUNTY: PROPERTY SIZE: PROPOSEDFACILiTY:
l n
LOCATION OF SITE:
WATER SUPPLY: On -Site Well Community—Publicc EVALUATION BY: Auzer Boring Pit_k'_***Cut
FACTORS
PROFILE.#�7
PROFILE 4�ZS
PROFILE Z
PROFILED 30
PROFILE,43
lANOSME1OSON
SLOM
3
H01209 DEPiiUDESIGNATN)N
_
—
—
—
— Zir
1:x�re Group
t_
L-
L
�. L
(or>siskate
�+r
�t
Shcture
r
— 5
1knudogy
E
(alor
H019011 0 DE1101SIGNAMN
--
— 3 4 Cy
Texthsre Group
L
(onsiswue
�
SaucM1
51ok —
bk
b
Mineralogy
(rlor
fi0120H W DEtMESIGMt0N
— 3
kzvi Group
JG L W
Cr L
C.
(ansisteace
A- r C r
shrucsure
lck .
A b
minudogyS�
color
H0120K H DE?1WDESIGNATI0N
124 —r
— 3
lezern Group
I
— v-, r VJ
(oeshterrte
` — 1 d.ke. A.
st;ucaxe
aio k, 121
tdirteralogy
Colo(
H0111011V DEtTNESiGNATWX
Z
lature Group
(onsat:ntt
sere
w.
ttinualogy
S
(afar
SOIL WUNESSMOTTLES
--
—
�—
tEAlt ME N0190H
(LtSSIMTION
(A, K , t/—
v
st "Ova Sim
• IONGTE!!1
A((ETTAN(E un gut)
014 '
L b Q
O'
..t►{ -
O . Sti•-►a a�
//C�
. �-
y V, l w
EVALUATED BY:
OTHERS PRESEHI:
I SITE (IASSIRCATIOH:
ITAk
LEGEND
LANDSCAPE ME
1EXITlBE
SOXSISIfN STD
MINERALOGY
R-edge
S-Sand
gy-gravely
Ydst Wei sg-4noa crdn
SE -slightly exparWye
S-Shoulder slope
Is -loamy scud
co-tobbly
Y,7.ve,,y We ns•non sfic, m-massire
EXP•Expansire
L-Lineor slope
4-sandy loam
bd-bouldery
fr-friabla ss-slightly siicl v-crurrb
MiSaLLANFOU
FS•Foot Slope
140cm
y-yery
h-firm S-sticky gr-tVonulcr
AR-ouger relusd
H-rose slope
si-silt
6-yery firm vs -very sticky 0•su6plcr Idoclq
WR•weAered rock
H-lheed slept
d-silt locm
eli-extremAy firm np-non plastic cbk-angul;r blocky
SAP-Wolite
Cc -concave slope
d-day loan
sp-sCglidyy plosk pl pialy
R-6hock
{y-ccovex slope
scl-sandy day loan
P-plastic Pr-pr T uc
T•terroce
sc-sandy day
yp-yery plastic
FP -flood plcna
sic silty dal
oaths: S«1 wetness: inches from land surfoce to frae water or inches form land surface to sod colors with duorno 2 or less on Munsell cola ch ri
DYr'4rdnnageway
c-day
Qassifice im: S (suitable) PS (proAslondly SOON..) or U (unsuiteble)
long term Acceptance Rate- gd/dayA2
,k LD P = L-ax e
gPored
D i a
Horizon Depth - in inches Depth of Fdl in inches Restrictive Horizon- ickness end inches form lmd surface
katuid - depth form ground surface/tjpa

A 4 a.c.k w• art a -- p I 1 g
SOIL/SITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
OWNER ; PHONE: DATE EVALUATED
ADDRESS:
PROPERTY IDENTIFICATION NO.:
COUNTY: PROPERTY SIZE: PROPOSED FACILITY:
LOCATION OF STTE:. i11 `e—'- V Da A — t-2 : r V i Gv✓
vYAn"O'D Of MOT V. !h_C:ra Wall re%mmtintry Anhlir-Po' RVAT.TIATTCIN RV- AuverRnrinvPitUt
FACTORS
PROFILE 3Z
PROFILE � 33
PROFILE* 3
PROFILES
PROFILE I4 • j,
uNOWE FOSIMI
StOIE %
H0120N DEM/1)[SIGHAT101i
� to
—
....Ap
lexVI Group
5 C-L
S L
Ir
L
C0411na
Structure
K
tdir dogY
toia
11012011 D DEnWOESIGt AMN
O — Z tj
-7-13 Rul
if — Z
Texture Group.
GL
U—
—S C.L
6
eartttwa
rr 11-�-e'
Strums
tiGrur�
—
JS r-_nS
c06
boor
ilORQ08 iA DE1MESIGNATi0tl
--
—LJ2
Tusvre Group
V\.
(aososerue
Snug
b
S
_wMerday
Color
KUM N P171 DESIGLIMN
Textue Group
ionsislerxe
sn am
ida�etology
color
.
H0190NY DEIMESMAMM
1urure Group
(aralms
Snmg
sdnserale
color
S011WE NBS/9OTILEs
RESTI MEli01901T
PAIDa R"TEVAI
7 e �
, ,.,
--•
(IASSIMTIO)i
U
U r
I
• TONG TEIA
A({itiA a RAZE im)
i '
1 �+ A
66'
�'
0 •
EYALUATED BY: -fk _ • OTTERS PRESENT:
lANDSC F POSMO
MRE
R-Ndge
S•Sond
gvgravely
S•Shoulder slope
Is -loamy sand
co-cobbiy
l-linear slops
sl-sandy loom
6d-61dery
FS•Foot Siape
laacm
Y•Yery
N-nose slops
si•srit
N-head slope
sil•sr11 locm
(c•concove slope
d-day loom
5-cenvex slope
sd•sandy day loom
1-terrace
sc•sandy day
FP -flood plane
sic silty drry
OW-drdnogeway
(-day
511t WW I AINK: tta
LEGEND
m0m
Mast Wei
STRUM
sg•single gran
MINFRAIOG
SE-shghlfy expensive
Yfr•vuy friohls ns•non sficky
m•mossive
E)(P•Expansivl
fr•frioul ss•slighh ocky
cr-avrrb
MISaILANFOU
fi•firm S•sfick
gr-crmuler
AR•ouger refund
vfi•Yery h,m YS•Yery S01
sbk•subenguler blocky
WR-weathered rock
efi-extrearly firm np•non plastic
chk-ongular pocky
SAP•soprolits
sp•slightlyy plasfic
plA
R- edrock
P-plask
pr-prisrrlotic
Yp•Yery plastic
EA: Soil wetness: incises from land surfae to free water or inches form land surface to sal colors with drroma 2 or less on MunsAl color (hurt
dossification: S (suilable) PS (provisiondly suitable) or U (unsuitable)
long Term kcepimce Rate- gd/day/ft2
Horizon Depth • in inches Depth of Fdl in inches Restridive iiociton•thickness and indles form fond surface
Parent Material • depth form ground surface/type

Alqa_-�h yyx e-vd 1r - Pi 9
SOILJSITE EVALUATION FOR ON -SITE -WASTEWATER SYSTEM
OWNER: PHONE: DATE EVALUATED /17/6
ADDRESS: 22 PROPERTY IDENTIFICATION NO.%
COUNTY: 1� �-0 � e•--- PROPERTY SIZE: PROPOSED FACILITY: 3 15 P ko-L s& 1 D4-r,
LOCATION OF SITE:
WATER SUPPLY: On -Site Well —Community Public V EVALUATION BY: Auger Boring Pit—zCut
FACTORS
PROFILE 4- 37
PROFILE # gg
PROFILE .tt 33
PROFILES
PROFILE
UNDSCAtE Pasimm
L CV
SLOPE %
HOYQQN DE?TtVD6tGNA110N
—
luue Group
L
L
L.
L
Consiskra
Structure
r
)dinerdagy
E
5 E
Coiar -
I{atQOR 0 DEPTiI BIGIIAMN
— Z AT
4—ZF—
Z o JBw
luure Group
L.L_
sci_
C_L—
(arhsistenc�e
Strucwre
SbL
zwology
Cow
HaRQaK IEl DEPiH/DfStGwlil0il
2 —
— 3
So — �-
— Sa—
laixe Group
C�I..
(onsistmce
W LL 1
af 5
Stru=
We _
wnerdogy
war
H019011 N DEPTO SIGHATE011
iuun Group
Consistence
Smut
t , udogy
Cokr
HORQOII V DEt 1)BIGHAIiair
Tunrre Group
Consistence
Shnscnae
1luserdogy
(otor
SOIL Wamss/mOTTLES
t5TI ME K019011
1
--
PAREHt RATEIIAL
---
Z-
(IASSIFI{ATION
►
ved, Ve
er. .
. SIP
MUTARMATE(ITAR)
O •
Q, 5 ow
d'
a
EVALUATED BY: OTHERS PRESENT:
LAHOS pE�OH
Ho
Ridge
S-Sond gv-grovely
S-Shouldet slope
h.Lmq send co-cobbly
L-Uneor slope
sl-sandy loam Wouldery
FS-Foot Slope
ldcam v-very
H-nose slope
si-silt
H-head slope
shl•silt loom
(t-concays slope
d-day loam
Cy -convex slope
sd-sandy day loam
1-terrace
sc-sandy day
FP -flood plane
sic sitf day
DW-drdnageway
c-dcy
_ SHE USIRCOON: ITAR:
LEGEND
CONSIMN
Mast Wei
STRUC U
so -single grdn
MINFRAl00Y
SE -slightly exprsnsivo
vfr-very hi" ns-non sticky
m-massive
EXP-Expansive
fr-fricus ss-slighdy sticky
v-cruA
MISaLLANFOU
fi-firm S.sticky
gr-granule
& AR-ouger refusd
vfi-very firm vs -very sticky
sbk•subersgulor blocky
WR-weathered rock
efi-extremAy firm np-non plastic
ebk-ongulor Wocky
SAP-scigolite
sp-srghdyy plastic
p!-plaly
R-beuock
P.plastic
pr-prismatic
vp-very Bostic
dates: Sal wetness: inches from land surface to free water a inches form land surface to sal colors with chrome 2 or less on Mansell color dhart
Qassificatiion: S (suitoble) PS (prorisicadly suitobla)
or U (unsuitA)
long Term Acceptonce Role- gd/dq fti
Horizon Depdh - in inches Depdh of Fill in inches Restricfive Horizon -thickness and inches form land surface
Parent katerid • depth form ground surfoce/type

\ a '\ e • � / 1 L yY
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}I(/��' en •\ C`l ✓,Gy,Y�' +i//
Jeri �.'Montrpet 12
1373 • • ]75-ni-I
wfemaa-r�IXorxwL SUNVEV ]�410!1. VInGIN41-18p 1
'ROAD CLASSIFICATION (TVa.2
1 MILE
Primary highway. Light -duty road. hard or
Coowlaht Ml 1997. Maotech. Inc.

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^ � �J ��t 3 ao82 �Et-}'— F Copyright (C)1997, Maptech, Inc. ymap Q1' e: Orb
T -�4 ff SC416 : 1 % 2Nj 000
Revised qafie: 1990