GW98007_DWQLPPSystem_02052019

MEMORANDUM
TO: —CDc)tj L, -'k Mg- R U
/q S h e vilI e Regional Office u
FROM: Ga l J 1AN 2 3 I9��]U
SUBJECT: Application for Permit Renewal, Groundwater Sgdgn
Ashevilia Ravin. -Q nq;,.
Permit Amendment
V New Permit
Repair/Alteration of Exist Disposal System [DEHJ
Facility Name: �� `I V'sl q
County:
Type of Project: t pP
APPLICABLE PERMIT NO.s: WQ GW - ? -00 7
DEH R 7- 66 A to C
EPA (CONST. GRANTS)
UIC
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to your Regional Water Quality Supervisor, so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE LET ME KNOW.
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IFA COPY HAS NOT BEEN Ri3CEIVED IN THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
The Groundwater Section received two (2) copies of the referenced permit application. One copy of the application
documents we received is attached.
Please review the application materials for completeness. If you feel additional information is necessary, please let
me know no later than A copy of any formal request for additional information will be
forwarded to you.
If you do not need any additional information to complete your review, please provide your final comments by
!Fe-6. I zI III Y . If you request and/or receive additional information, your final comments are due no
later than 14 days after you receive the additional information.
\TRANS.SHL (rev. 1/21/98)

1J►V1-,AUPa (Jr- rrivinoNawnFNTAt MANAGFMFNT
fiF-COno or WASTE DISP09AL PEnMIT APPLICA110N hF-vI1:W
nFVlFW t1Y� �� rIF-I n INVFSTIGATIntl? ( Y/N
h111F
rnr,il ItY rd/+MF _-J --,��. }} // ) ---1-- _
i nrA t Ir)N Gr1{ei /�� - - Col ta! i Y -- -'
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tiFgrnlrtlotJ Or I-ACll_ITY
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ren Wrl I TYrF or tisF . _ , hrrTll r11PAI" rinlr (FST)
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t'n�7t'nSFh SAMri-It1G SCI ir-mil r t PAnAMF iFn (q),,
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sr-EN ANY t-xCIPFDANct"s or mr- Gm)Iim)WAIm SiAt nnni)s? Yrs ._. No L-----
I IAq MY E FJrOftCEMENt ACIIoIJ irr i TAkFiJ7 YFS NO UAir Or ACTION:
I3nlr-r SUMMAnY or ENroncrkit: FIt ActION TAkrtJ

20
WASTE _ DISPOSAL
PERM, IT APPLICATION
REVIEW WORKSHEET
<cdifry
�
! Revlewe
(X7
/ ZF
j} ' z
CrndD,;,t
County:!>
Gradient
Dole.
�
away from almost
GW M 7 7 a
less than
greater
greater
flow direction
p 1
Deetteermine the distance
Point value
0 1 2 3
4 5 6 7 8 9
than 2
on ninonground between con-
la on source and
Distance in
2000+ 300-999
75-149 35-49 10-19
Distance Pt. Value
ter s
water supply (welt or
meters
1000.2000 150-299
60-74 20-34 0-9
(Step 1)
stream).
Distance in
6200+ 1001-3100
31 501 1
0
251-500 101 - 160 31-60
supply but
Step 2
Estimate the depth
to the waier table
below base of can-
tarmation source
more than 5 %of
the year. _
grim
Estimate water
tobie gradient
from contan-n-
otion sire
feet 0.60 -00 161bl 100
Note. If water table in permeable bodrork pt. value =6; In poorly permeable bedrock
pt. value = 4
Point value 0 1 2 3 4 5 6 7 8 9
Meters 60+ 30-60 20-29 12 -29 8-11 5-7 3-4 15-25 5-1 0
Feet 200+ 91-200 61-90 36-6n 26-35 16-25 9-15 3-8 0-2 0
Pbint value.
0 1
0
Water table
Grad''w+nt Gradient
CrndD,;,t
Gradient
Gradient
Gradient
gradient and
away from almost
lei than
less than
greater
greater
flow direction
all water fit
2 porceni
2 percent
than 2
than 2
supplies that
toward
toward
Pbint value.
0 1
Water table
Grad''w+nt Gradient
CrndD,;,t
Gradient
Gradient
Gradient
gradient and
away from almost
lei than
less than
greater
greater
flow direction
all water fit
2 porceni
2 percent
than 2
than 2
supplies that
toward
toward
percent
percent
are closer
water
water
toward
toward
than 1000
supply but
supply
water
water
meters
rr:)r tiro
and Is the
supply
supply
anticipated
anticipated
but not
and is the
a m^tion rt
dire(,,tion or
the anti.
cadiclpated
Mw
now
cipated
direction
direction
of flow
of now
SLn_A
Estimale, of
permeability -
sorption for the
waste disposal site.
(2) A Row - Rock > 100
feet below
lona Q
surface 12
(3)l column - bedrock i
O2
PSN
permeable <
�o
(4) It column - bedrock - a
rebtwely veS 2
or ry r C
permeable
Ckry v :Rh Clean
not*x'e Sand with Sand with gravel or
than 50 % 15-30% less than Clean fine coarse
t
Clay sand ca15%dav sand sand
Depth Pt. Value
W.T. (Step 2)
Gradient Pt. Value
(Step 3)
More than 30 OA (2) 2A 4A 6A 8A 9A More than 95
1OF) Il 11 1 tl 1 ti 1 II 1 li
25-29 OB IC 1 D 2r 4G G 9M 5F tF 7F 8E 9 75 - W
20-24 OC 2C 1 3D 4D 5E x hF 7G BF 9H 9N 60-74
15-19 OD 38 1 F N'_ 4E 6C 5H 70 7H 8G 91 90 46-59
10-14 OE 4B 2D 5n 4F 6D 51 7E 71 9D 91 9P 28-45
3-9 1B 68 2E 76 5C 7C 51 8D 7J 9E 9K 99 10-27
Loss than 3 1B 88 3C 8C 5D 98 5K 9C 7K 9F 9L 9R Lou than 1
Bedrock of kand surface, 1= 52, I I- 9Z
Step S
Degree of confidence In accuracy of values
Steo 6A
Point of concern with regard to contaminant source is
Note : if Bedrock at land surface, use 10 (plus appropriate letter)
A - very confident
B = fcairty confident
C .with low confidence
W . near by well
S. spring / stream
LZ
M�
Category
(Step 4)
Confidence
(Step 5)
.S
Point of Concem
B = perimeter of compliance (Step 6A)
SipD 68 Additional Qualifier (Gots Only One)
D = Cone of depression of nearby pumping well has, M = Fluid mounding under site highly likely
or w8lIkety, influence contaminant flow Qualifier
P = Site has poor percolation potential (value at 3 or less in Step 4) (Step 68)
E = Distance In Stop 1 based on separation from
contaminant plume rather than point source O = Waste source in groundwater recharge area
F . Waite,iource In groundwater discharge area, T = Water table in very highly fractured or caverous rock
hus
trnlnlmal groundwater contamination at depth / distarnco
Y <Site underlain by 1 or more artesian aquifers
K = Area underlain by caverous limestone
,a.
GW -4814 r:
r •_
Ckry v :Rh Clean
not*x'e Sand with Sand with gravel or
than 50 % 15-30% less than Clean fine coarse
t
Clay sand ca15%dav sand sand
Depth Pt. Value
W.T. (Step 2)
Gradient Pt. Value
(Step 3)
More than 30 OA (2) 2A 4A 6A 8A 9A More than 95
1OF) Il 11 1 tl 1 ti 1 II 1 li
25-29 OB IC 1 D 2r 4G G 9M 5F tF 7F 8E 9 75 - W
20-24 OC 2C 1 3D 4D 5E x hF 7G BF 9H 9N 60-74
15-19 OD 38 1 F N'_ 4E 6C 5H 70 7H 8G 91 90 46-59
10-14 OE 4B 2D 5n 4F 6D 51 7E 71 9D 91 9P 28-45
3-9 1B 68 2E 76 5C 7C 51 8D 7J 9E 9K 99 10-27
Loss than 3 1B 88 3C 8C 5D 98 5K 9C 7K 9F 9L 9R Lou than 1
Bedrock of kand surface, 1= 52, I I- 9Z
Step S
Degree of confidence In accuracy of values
Steo 6A
Point of concern with regard to contaminant source is
Note : if Bedrock at land surface, use 10 (plus appropriate letter)
A - very confident
B = fcairty confident
C .with low confidence
W . near by well
S. spring / stream
LZ
M�
Category
(Step 4)
Confidence
(Step 5)
.S
Point of Concem
B = perimeter of compliance (Step 6A)
SipD 68 Additional Qualifier (Gots Only One)
D = Cone of depression of nearby pumping well has, M = Fluid mounding under site highly likely
or w8lIkety, influence contaminant flow Qualifier
P = Site has poor percolation potential (value at 3 or less in Step 4) (Step 68)
E = Distance In Stop 1 based on separation from
contaminant plume rather than point source O = Waste source in groundwater recharge area
F . Waite,iource In groundwater discharge area, T = Water table in very highly fractured or caverous rock
hus
trnlnlmal groundwater contamination at depth / distarnco
Y <Site underlain by 1 or more artesian aquifers
K = Area underlain by caverous limestone
,a.
GW -4814 r:
r •_
Step S
Degree of confidence In accuracy of values
Steo 6A
Point of concern with regard to contaminant source is
Note : if Bedrock at land surface, use 10 (plus appropriate letter)
A - very confident
B = fcairty confident
C .with low confidence
W . near by well
S. spring / stream
LZ
M�
Category
(Step 4)
Confidence
(Step 5)
.S
Point of Concem
B = perimeter of compliance (Step 6A)
SipD 68 Additional Qualifier (Gots Only One)
D = Cone of depression of nearby pumping well has, M = Fluid mounding under site highly likely
or w8lIkety, influence contaminant flow Qualifier
P = Site has poor percolation potential (value at 3 or less in Step 4) (Step 68)
E = Distance In Stop 1 based on separation from
contaminant plume rather than point source O = Waste source in groundwater recharge area
F . Waite,iource In groundwater discharge area, T = Water table in very highly fractured or caverous rock
hus
trnlnlmal groundwater contamination at depth / distarnco
Y <Site underlain by 1 or more artesian aquifers
K = Area underlain by caverous limestone
,a.
GW -4814 r:
r •_

DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET If CONT.)
r -
Step
SZ
Site Numerical description 1
Total Step 1 Step 2 Step 3 Step 4 Step 5 Step 6A Step 68
( Add Steps 1 - 4 (Omit letters ) )
Site Grade Based on Hydrogeoiogic Parameters
Stet) 8
Hazard Potential Matrix Identifier ( HPMI
( Choose One) D G 1
B E IF �! L.
A C F
HPMI
To'al
(1) Numerical Site Description ( from Step 7)
(2) PAR VALUE (Stage 3)
-T(`
SITUATION RATING : (1) - (2)
(table below)
SITUATION GRADE
(�
no site modications
(see table below)
�Q SITUATION GRADE
s e rnoc,.orls
(see table below)
rrn / Sorp. HPMI
++
s l
SITUATION RATING TABLE
To be used for Step 9 ( Naturol) and Step 10 ( Modified) (Step 10)
SITUATION RATING PROBABILITY OF SITUATION
( Combined Value) CONTAMINATION DEGREE OF ACCEPTABILITY GRADE
8 or less Improbable Probably acceptable A
-7 to -4 ? Probably acceptable or B
marginally unacceptable
J to +3 ? Accept— uncertain C
+4 to +7 Probr)h y Probot* unacceptable D
or marginally acceptable
+8 or more Very Probable Alrnost certain to be F
unacceptable
The probability of contamomination from situotions having values between t 7 and - 7 Is difficult to categorize
satisfactorily. Therefore, this range of values represented by grades B and C, Is designed only by a question mark.
Acceptance or re)ectlon of a site for the Intended purpose Is a responsibility of the particular reguiotory agency
and may depend on special requirements of the agency or on feasibility and execution of approved
engineering of a site ( Stage 4 ).
GW -48A

MEMORANDUM
To: Bill Jeter, Chief
On -Site Wastewater Section
Division of Environmental Health
Through: Bob Cheek
From: Gale Johnson
Mg -
Subject: High Vista Country Club
Septic System with Subsurface Drainfield
Henderson County
DEH 97-60/GW98007
Ishwar Devkota: On -Site Wastewater Section Review Engineer
The Groundwater Section has reviewed the subject disposal system for predicted compliance
with state groundwater regulations and projected impacts on the relationship of the water table
aquifer to the ground surface in the vicinity of the proposed drainfields. Please note that this review
does not address the potential for ponding above restrictive horizons occurring above the water table
aquifer.
The disposal system consists, in part, of two drainfields to serve a new clubhouse. The
Groundwater Section's review and comments are restricted to the two new drainfields and do not
address the existing drainfield. The proposed system will have a daily design flow of 5220 gallons
per day (GPD) for tankage, and 3480 GPD for the dosing system and drainfields. The latter figure
was use by the Groundwater Section in conducting it's review of the disposal system. The
Groundwater Section does not object to the issuance of the subject permit with the following
conditions:
(1) Any groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
(2) The COMPLIANCE BOUNDARY for the disposal system is specified by
regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The
Compliance Boundary is for the disposal system is established at the property
boundary. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to immediate remediation action in addition
to the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established
1

around the disposal systems midway between the Compliance Boundary and the
perimeter of the waste disposal area. Any ezceedance of standards at the
Review Boundary shall require remediation action on the part of the permittee.
If you have any questions, please feel free to contact me at [phone]
cc: Don Link/Asheville Regional Office
Permit Files
mgj\98007.doc
2

HIGH VISTA COUNTRY CLUB_
Project Title
HENDERSON
County
DEHNR-OSWS LARGE SUBSURFACE WASTEWATER SYSTEM
REVIEW TRANSMITTAL CHECK -LIST
11. SITE PLAN AND LAYOUT APPROVAL
Not
Done Apolcable
A. Application Information
❑ Application for Improvement Permit has been submitted to LHD (four copies
attached) (2a)"
❑ Property has been shown on plat or boundary survey, and PIN number and locator
map have been provided
❑ Name, address, phone, FAX, E -Mail Numbers for owner, agent, engineer, soils
consultant are attached
eT ❑ Project proposed is described, including whether new, repair, expansion,
replacement, modification of existing, or combination
❑ Water supplies (existing and proposed) and surface waters have been described
and locations shown
r� ❑ Facilities are described and located (existing and proposed) which are to be served
by proposed system, including occupancy and projected use patterns
r� ❑ List provided of all wastewater sources and water use fixtures (points of
wastewater, entry into system)
D 91 Projected wastewater characteristics (e.g. including wastewater quality data for
any non-domestic sources) and flow patterns are described
Ef ❑ Wastewater system components are described and located (existing and
proposed)
❑ Documentation provided to LHD indicating wastewater system and facility are
under ownership or control person owning the facility or that an owners association
and tri -party agreement shall be provided
B. Design Flow Information (3)"
/ Documentation provided that:
❑ Proposed design flow has been confirmed by the LHD based on Rule .1949(a) or
Table I of Rule .1949(b)
❑ OSWS has previously concurred with proposed design flow
❑ OSWS confirmation of proposed design flow is being concurrently sought
CIV
E�
11-, DEC lye%

Not
Done Applicable
C.
Existing System Component Evaluation (4)**
❑
Existing system components initially proposed to remain in use have been properly
identified, inspected by applicant's consultants and LHD and inspection reports are
42( ❑
attached
Existing component dimensions, capacities, adequacy/suitability for proposed
continued use, and needed repairs/modifications to be incorporated into system
design have been determined and documentation provided
D.
Soil/Site Evaluation
/
pr ❑
Soil/Site evaluation report by applicant's soil scientist provided (4 copies) (5b)'*
borings field located by and
❑
Includes soil profile descriptions for pits and gridding
staking at 50 -foot intervals, taken at pre -approved intervals
or for different
0 ❑
Delineates sizes which are suitable, provisionally suitable unsuitable
types of wastewater systems in manner which enables their field location
/ ❑
Recommends LTAR for proposed system(s), with justification
pf ❑
Includes recommendations for drainfield design and site modifications (maximum
trench depth, fill depth, drainage needs, etc.).
base etc.) when site is to
❑ 0/
Includes soil chemical data (pH, CEC, percent saturation,
receive wastewater from nondomestic sources, and background metal and cation
levels (sodium, potassium, calcium and magnesium) when the wastewater is
expected to contain concentrations greater than domestic wastewater
in Rule when site
❑ U
Includes site-specific documentation accordance with .1948(d)
/
proposed to be used originally is classified unsuitable
to ❑
Soil/Site evaluation report by Local Health Department provided (4 copies) (5c)**
❑
Includes verification of consultant's evaluation and compliance with rules
❑
Includes results of independent check borings/pits, including their locations
2 ❑
Topographic map provided prepared by Registered Land Surveyor (4 copies to
OSDWS-Central office, Z copies to LHD) (6)**
drainfields areas, with at least two foot
o
Includes site(s) for all proposed and repair
contour intervals or spot elevations at 50 foot grid intervals for level sites.
❑ M/1'
Alternately proposed lateral lines for initial and repair system have been field-
/
located, flagged and surveyed in on site plan.
0 ❑
Includes relative elevations along property lines and as needed to evaluate
hydraulic gradient between field sites and adjacent property lines
V" ❑
Alternately these relative elevations are shown on site plan
❑
Site-specific Information on site loading capacity and assessment of groundwater
or ❑
impact provided (4 copies) (7)**
Includes field data sufficient to show compliance with performance requirements
13
of Rule .1946(4)
Substantiation for proposed LTAR provided
p/ ❑
Assessment of projected compliance with groundwater standards and justification
provided

Not
Done Applicable
❑ 0
lel ❑
fd
❑
t�
Z---'
❑
❑
e(
❑
❑
❑
l
❑
Gd"
Revised Site plan and system layout provided by Engineer and Registered Land
Surveyor (4 copies to OSWS-Central Office, 2 copies to LHD) (8)":
Shows all corners of property and property lines potentially influencing design
Shows all known wellsiwater supply sources (e)dsting and proposed) within
property or within 500 feet of any proposed drainfield(s) and repair area(s) and
within 100 feet of all other system components
Shows known or proposed water lines within property and within 10 feet of any
projected system component
Shows surface waters with their water quality classifications
Shows locations of any existing and proposed wastewater system components,
drainfieldstrepair areas
Shows existing and proposed structures, roads, drainage features, and any known
underground utilities or utility rights-of-way
Delineates designated wetlands and elevations of 10 -year and 100 -year flood
zones in vicinity of any system components
Shows existing or proposed sediment control and storm water management
system components
Shows proposed location and layout field -verified by LHD of new drainfield(s) and
repair field(s), and proposed alterations to field topography
Legal documents for systems to be under joint or multiple ownership or control are
attached, including easements, association documents, draft tri -party agreements,
etc. (2 copies to OSWS-Central Office, 2 copies to LHD)
E. Concurring Signature, that the applicant, to the best of his/her abilities and belief,
provided complete and factual representations of the information requested above:
Vk' MaA Q II — 2 47
Applicant or Applicant' Agent Date
D. Health Department's Concurrence that Application has been submitted, requested
information appears complete and State review is requested:
Local Health Department Environmental Health Specialist
Date
Note to all interested persons. This transmittal check list and necessary
accompanying information shall be submitted with a request for design flow confirmation to
the On -Site Wastewater Section, Division of Environmental Health, P.O. Box 27687,
Raleigh, NC 27611-7687 (Phone: [phone]).
" Number in parentheses O refer to corresponding item in document entitled
"Procedures and Information Required for Approval of Large Subsurface Wastewater
Systems", which contains complete information on the large system review and approval
process and may be obtained from the On -Site Wastewater Section
II -3

HIGH VISTA COUNTRY CLUB
Project Title
HENDERSON
County
DEHNR-OSWS LARGE SUBSURFACE WASTEWATER SYSTEM
REVIEW TRANSMITTAL CHECK -LIST
111. SYSTEM ENGINEERING DESIGN REVIEW/APPROVAL*
Not
Done Applicable
A.
Application Information (not need if previously provided)
Application for Improvement Permit has been submitted to LHD (four copies
attached) (2a)"
Property has been shown on plat or boundary survey, and PIN number and locator
map have been provided
Name, address, phone, FAX, E -Mail Numbers for owner, agent, engineer, soils
consultant are attached
Project proposed is described, including whether new, repair, expansion,
replacement, modification of existing, or combination
Water supplies (existing and proposed) and surface waters have been described
and locations shown
-
Facilities are described and located (existing and proposed) which are to be served
by proposed system, including occupancy and projected use patterns
List provided of all wastewater sources and water use fixtures (points of
wastewater, entry into system)
Projected wastewater characteristics (e.g. including wastewater quality data for
any non-domestic sources) and flow patterns are described
Wastewater system components are described and located (existing and
proposed)
Documentation provided to LHD indicating wastewater system and facility are
under ownership or control person owning the facility or that an owners association
and tri -party agreement shall be provided
B. Site Plan and Layout AggrovaUlmgrovement Permit Issuage
ocumentation provided that:
❑ Proposed site plan and layout have been previously approved by the OSWS
a� ❑ An improvement Permit has been issued by the LHD (3 copies attached)
❑ OSWS approval of proposed site plan and layout is being concurrently sought
C. Predesign conference was held (11)'
❑ Predesign conference was waived by all parties

D. Engineering plans and specifications and supporting calculations are submitted
/ herein (3 copies to OSWS-Central Office, 2 copies to LHD) (12)":
e� ❑ The North Carolina Professional Engineer's seal appears on all plan sheets and
/ the first page of specifications and calculations
01-1"
1 ❑ The design is in accordance with applicable rules, guidelines and recognized
principles and practices of engineering and public health
❑ ei The design incorporates and is found by the LHD to be consistent with approved
/ site plan and layout and the improvement permit (if issued)
❑ Facility description and details (floor plans) are provided to confirm compatibility
with previously submitted information (1 copy to OSWS-Central Office, 1 copy to
LHD).
E. Specifications generally include the following (13)"
❑ Description of all materials and equipment to be used, with attached
manufacturer's cut sheets, pump curves, etc.
❑ Project -specific construction methods, installation, testing and start-up procedures
❑ Means of assuring quality and integrity of finished product
❑ Specific operation and maintenance procedures, including:
❑ Requirements for system oPeration
W--- Inspection process and performance monitoring schedules
❑ Provisions for maintaining mechanical components and drainfield vegetative cover
Reporting requirements
r� Provisions for residuals management
Abandonment procedures for existing system components that are no longer
required
F. Plans and specifications for specific system components include (14)"
Collection systems and force mains (14a)'"
Plan drawings showing locations of manholes and cleanouts
Profile drawings provided when the collection system is a 6 -inch or larger gravity
sewer serving two or more buildings or contains two or more manholes, or when it
is a pressure sewer system
Pipe invert and ground surface elevations are shown on plan drawings for all
cleanouts/manholes
Force mains are shown in profile as required when their length exceeds 500 feet,
or when their grade is not continuous
Force main inverts are shown at their beginning and end, and depths of cover
Proximity indicated to utilities, wells, water lines, storms drains, surface waters,
structures, roads, and other trafficked areas
Detail drawings are provided, as appropriate, of service connections, manholes,
cleanouts, valves, other appurtenances, aerial crossings, and crossings of roads,
water lines, storm drains, streams or ditches
Specifications include alignment, deflection and infiltration/extiltration testing
procedures pass/fail criteria

❑/ ❑
❑ ❑
0 P -11-
W/ ❑
Tanks (14b)*"
Tanks located accessible to pumpers and maintenance vehicles with all setbacks
shown (inverts, top and ground)
Plans show tank dimensions and relevant elevations (bottom, floor, inlet and
outlet)
.Plans show other pertinent elevations in pump tanks (i.e., float activation levels) or
siphon tanks (i.e., siphon -trip and alarm elevations)
Access riser, manhole, chamber interconnection and sanitary tee details
Complete construction details are provided for built -in-place tanks, including
dimensions, reinforcement details and calculations; and construction methods
State -approved precast tanks are specified as to manufacturer, nominal capacity,
whether or not the tank is rated for traffic loading and State approval number (i.e.,
the PT -number for pump tanks, and the STB -number for septic tanks)
For grease traps, design and construction specifications are provided in
accordance with Rule .1955(k)
Installation (e.g.: bedding, method of sealing tanks and riser, pipe connections,
surface water diversion) and water tightness testing procedures are provided with
pass/fail criteria
Anti -floatation (buoyancy) calculations and provisions have been provided
Pump station (14c)":
Plans show pumps, discharge piping, and all related appurtances
Calculations provided for system total dynamic head, pump is specified, pump
curve(s) provided, and expected operating conditions specified
Plans show accessible pump removal system and accessible float support system,
float switches and float settings
Plans show control panel over high water alarm location and electrical connection
details
Control panel/high water alarm components specified
Description of float sequencing, control panel function under normal and abnormal
conditions, and appropriate settings
Emergency storage capacity calculations and provisions for stand-by power have
been provided when required
Provisions for lighting, wash -down water -supply with back siphonage protection,
and protective fencing, detailed as needed
Ground absorption fields (14d)":
Final layout, existing and finished ground elevations are shown on the pians
All lines have been re -staked in the field as needed to verify layout, relative
elevations and distribution system design
Trench and lateral distribution system plan and profile details and invert elevations
for each lateral are shown on the plans
Manifold and supply line and interconnection details and invert elevations are
shown on the plans

a' ❑ Flow distribution device design, construction detail, location, and invert elevations
are shown on the plans
❑ Drainage system locations, discharge points and design details are shown on the
plans
❑ / Site preparation procedures have been specified
❑/ d Construction phasing and phased system testing has been specified
of ❑ Final landscaping provisions have been specified, including compliance with
/ erosion control requirements.
❑ rY G. Separate Guidelines and transmittal checklists have been obtained from the
OSWS-Central office, and have been followed for advanced pretreatment systems
(e.g.: sand filters, tertiary wastewater treatment plants), pressure sewer systems
(eg: STEP or Grinder Pump Systems), and industrial process wastewater systems,
and relevant information is attached (14c").
❑ r�H. Other requirements or guidelines have been followed as appropriate, with
references attached (140".
1. Concurrina Signature, that the applicant, to the best of his/her abilities and belief,
provided complete and factual representations of the information requested above:
Applicant or Applicant's Agent Date
J. Health Del2artment's Concurrence that Application has been submitted, requested
information appears complete and State review is requested:
Local Health Department Environmental Health Specialist Date
' Note to all interested persons. This transmittal check list and necessary
accompanying information shall be submitted with a request for design flow confirmation to
the On -Site Wastewater Section, Division of Environmental Health, P.O. Box 27687,
Raleigh, NC 27611-7687 (Phone: [phone]).
Number in parentheses O refer to corresponding item in document entitled
"Procedures and Information Required for Approval of Large Subsurface Wastewater
Systems', which contains complete information on the large system review and approval
process and may be obtained from the On -Site Wastewater Section
IUB

High -Vista
11-24-1997
15015 GENERAL:
A. GENERAL:
PLUMBING
DIVISION 15000
SEAL
4069
GIN
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REECE, NOLAND 9 MCELRATH
CONSULTING ENGINEERS
RK"o-M P.O. BOX WIWAVNESVILLE, NORTH CAROLINA 25786
WAYNESVILLE (7M) 4569851 ASHEVILLE (704) 25XMW
FAX 17") 4586205
This Contractor's attention is directed to the requirements of Instructions to Bidders, General
Conditions and Supplementary General Conditions as bound in the specifications which apply in full
to the plumbing contract.
B. SCOPE:
Work in this section consists of furnishing of all labor, materials, equipment, and services reasonably
incidental and implied for completion of the plumbing system as described in these specifications and
shown on the drawings, all in accordance with the contract documents. These drawings may be
superseded by later revised or detailed drawings, specifications, or sketches prepared by the Designer
as needed for clarifications, and this Contractor shall conform to all reasonable coordination requests.
All items not specifically mentioned in the specifications or noted on the drawings, but which
obviously are required to make the working installation complete, shall be included automatically.
C. CODES:
All work under this contract shall be done in accordance with the plans and specifications and all
work shall comply with North Carolina Building Code, all local codes and regulations and with
Underwriters' rules and regulations covering work of nature to be performed. When more stringent
requirements imposed by governing regulations, they must be complied with. Wherever plans or
specifications are in excess of such laws, codes, regulations, etc., the plans and specifications shall
hold. All equipment so listed shall have U.L. label on it.
If Contractor notes discrepancies between laws, codes, ordinances, rules and regulations, and the
specifications or drawings, each discrepancy shall be called to the attention of the Designer in writing
before the bids are submitted.
D. PERMITS AND FEES:
This Contractor shall secure all permits required for the completion of this contract. He shall obtain
and deliver to the Owner all certificates of inspection issued by the authorities having jurisdiction,
with Contractor paying costs of same. This Contractor to pay all utility fees and tap charges.
15P-1

E. VISIT TO JOB SITE:
Before submitting a bid, this Contractor shall visit the job site for the purpose of thoroughly
examining the site and conditions under which the work must be performed. The submission of a
bona fide bid will be construed to mean that this Contractor understands and is satisfied with
conditions under which the contract must be fulfilled. No extra compensation will be allowed for
situations arising from failure of Contractor to thoroughly familiarize himself with site conditions,
including charges and requirements for connection to utilities as shown for this project.
F. WORKMANSHIP:
Workmanship in the fabrication, preparation, and installation of materials and equipment shall
conform to the best standards of practice of the trades involved. Work shall be performed by
experienced and skilled mechanics under the supervision of a competent foreman. Substandard
workmanship will be cause for rejection of work and replacement by Contractor. All costs associated
with providing engineering assistance due to substandard work by the contractor shall be assumed
by the contractor including time expended, telephone, and travel.
G. DRAWINGS AND SPECIFICATIONS:
The drawings show the location and arrangement of piping, fixtures, and equipment, together with
details of connections of certain principal items. The layout shown shall be followed as closely as
circumstances will permit, but this Contractor shall lay out his work so as to avoid conflict with other
Contractors, and trades, and to avoid any unnecessary cutting or damage to walls, floors, and
supporting structural members. He shall, therefore, carefully and accurately locate all sleeves and
install at the proper time all necessary hangers, inserts, etc., which will be required for the completion
of his work, and shall be solely responsible for the accurate and proper location of above items.
This Contractor shall refer to architectural, mechanical, and electrical drawings and shall cooperate
fully with other Contractors and trades while installing piping and other equipment because of close
space limits. In case of conflict, notify Designer before proceeding with installation. Refer to
architectural drawings for exact building dimensions and locations of partition walls, doors, chases,
etc. Plumbing drawings are not to be scaled for such dimensions.
The drawings and specifications complement each other and together are intended to give a complete
description of the work. Any item of equipment or note of work to be done as shown on plans and
not mentioned in the specifications, or mentioned in specifications and not shown on plans, shall be
finmished the same as if mentioned or shown in both places. If conflicts exist, then the most stringent
method shown or described should apply.
Any equipment included in this contract work (drawings and/or specifications) that is not specifically
shown on drawings shall be located for convenient use and access. Contractor to coordinate all
equipment arrangement and lay -out in field prior to beginning any actual installation of his work.
15P-2

If Contractor notes any discrepancy, omission, or conflict found in plans or specifications, he shall
call it to the immediate attention of the Designer, prior to receipt of bids.
It is the intention that piping, air ducts and light fixtures are designed and laid out to clear each other.
It shall be the responsibility of this Contractor to coordinate his work with that of other trades to
avoid any such conflicts. Any conflicts that occur after work of one trade is installed and was not
prior coordinated shall be relocated or rearranged at the total expense of this Contractor, as directed
by Designer. Any conflicts that cannot be corrected in field by relocation or elevation changes shall
be reported to Designer in writing prior to any installation.
Because of the small scale of plumbing drawings it is not possible to indicate all offsets, fittings, and
accessories which may be required. Investigate structural and finish conditions affecting this work
and arrange work accordingly, providing such fittings, valves, and accessories required to meet the
conditions.
Provide all labor, materials, tools, equipment, and transportation and perform all operations necessary
for and reasonably incidental to proper execution and completion of all "Plumbing"work, whether
specifically mentioned or not, all as indicated, specified herein, and/or implied thereby to carry out
the intent thereof.
H. CUTTING AND PATCHING:
This Contractor before installing any of his work shall see that it does not interfere with clearances
required for finished walls, partitions, equipment, etc., as shown on mechanical, electrical and
architectural drawings and details. If any work is so installed and it later develops that the
Architectural design cannot be followed, this Contractor shall at his own expense, make changes in
his work as directed by the Designer so that the architectural design may be followed.
Any cutting or patching required by the failure of this Contractor to place sleeves and install inserts,
hangers, etc., at the proper time, or failure to accurately locate above items, shall be done at this
Contractor's expense. This Contractor shall advise General Contractor at proper time an exact
location of all roof, wall and floor openings. All such penetrations shall have sleeves.
Any cutting of walls or structures required for the installation of work under this division shall be
done by this Contractor. Holes through walls and floors for passage of pipe shall be properly and
neatly sleeved and grouted. All sleeve openings to be appropriately sealed at completion of
construction. Sleeves through floors and/or exterior walls shall be effectively sealed against passage
of water. P.V.C., ABS or polypropolene piping shall be sealed with FS195 fire stops or approved
equal. All disturbed areas shall be refinished and left in a finished and matching condition and must
meet approval of Designer.
This Contractor shall properly firestop all floor and wall penetrations utilizing rated assemblies to
provide the required fire protection. Firestopping is to be installed in strict compliance with the U.L.
15P-3

through -penetration firestop system(s) applicable or as shown on the plans, or an approved equal.
Submit shop drawings showing manufacturer's installation details/sections for approval. Persons
installing firestopping shall have on site the approved firestopping submittals during installation, and
at final inspection. Firestopping shall be installed per manufacturer's installation instructions and in
strict compliance with U.L. rating.
I. INSPECTIONS AND TESTS:
No piping, or other installation shall be covered up or concealed until it has been tested and inspected
as called for under appropriate sections of these specifications. This Contractor shall furnish all labor,
fuel, equipment or special apparatus required, and bear all expense of such tests. The Designer shall
be given advance notice of times tests are to be made, so a representative may be present.
Before connecting to the building drain and to a point within 5 feet of the building septic system the
piping shall be tested with a static head pressure of 10 feet. All openings are to be plugged or
capped and a 10 foot section of vertical pipe connected at one of the clean out openings. The entire
line is to be filled with water and purged of all air to a point of 10 feet above the horizontal sewer
line. The water test is to remain on the sewer line for 24 hours. All joints are to be visually checked
for any leaks. If any leaks or cracked fittings and pipe develop the system is to be drained down and
all necessary repairs shall be made. The system is then to be refilled and tested again. The sewer line
shall not be covered up until inspected as called for under appropriate sections of these specifications.
J. ALLOWANCE FOR ADDED WORK:
Before proceeding with any work for which compensation may be claimed or the Owner may claim
credit, a detailed estimate shall first be submitted and approved in writing. No claim for addition to
the contract sum will be valid unless so ordered and approved by the Owner and the Designer, prior
to start of work. Any conflicts corrected by relocation or elevation changes do not constitute extra
work.
K. AS INSTALLED PRINTS:
This Contractor shall maintain a set of prints, showing exact locations of all relocated equipment,
concealed equipment, service accesses, valves, underground lines, and all other changes to plans.
This set shall be kept current and turned over to the Designer upon completion of the job. Show
dimensions to locate all underground piping, cleanouts and manholes from permanent reference
points, give finished elevations and inverts.
L. STANDARDS:
All work performed and all equipment furnished by this Contractor shall be in accordance with
applicable standards as published by ASPS, ANSI, NFPA, ASME, NSF, and UL.
1SP-4

M. INCIDENTAL CONSTRUCTION WORK:
All blocking for openings and pipes in concrete floors, masonry walls or partitions shall be provided
by this Contractor. This Contractor shall do all cutting and fittings of his work and of other work that
may be required to make the several parts come together properly and to fit his work to receive or
be received by the work of other Contractors as shown upon, or reasonably implied by the drawings
and specifications. He shall properly complete and finish up his work after other Contractors have
finished as the Designer may direct.
All excavating required for the installation of this system shall be done by this Contractor, and shall
be unclassified. All backfill shall be accomplished as specified in appropriate sections of these
specifications. Chases are prohibited in masonry walls which are not to be plastered or paneled. Set
piping and vents indicated to be concealed in unplastered or unpaneled masonry walls before walls
are constructed in order that was may be constructed around pipes. This Contractor shall furnish
and install all sleeves in floors, beams, walls, etc. needed for installing his work, and access panels
needed for servicing as specified.
Unless otherwise noted, the General Contractor will provide openings and lintels as new construction
progresses, but this Contractor shall fully designate his requirements prior to construction. Failure
to furnish his requirements prior to building construction shall make this Contractor responsible for
removing, replacing and painting building construction as required for installation of his work.
N. CLEANING AND PAINTING:
This Contractor shall at all times keep the Owner's premises, the adjoining premises, driveways and
streets clean of rubbish caused by this Contractor's operations and at the completion of the work shall
remove all the rubbish from and about the premises, all his tools, equipment, temporary work, surplus
material and shall leave the work clean and ready for use.
This Contractor shall be required to perform touch-up painting on all factory finished equipment
installed under this contract where necessary to repair abraded or scarred areas and make a clean and
neat installation at the direction of the Designer. All exposed miscellaneous metal shall be properly
painted. Any equipment or miscellaneous metal installed exposed to weather shall have all abraded
areas cleaned, primed, and be painted one complete coat by this Contractor.
After the facility is ready for operation, clean all dirt from all machinery and equipment, fixtures,
drains, controls, etc
O. SUPERVISION:
This Contractor shall have in charge of the work at all times during construction a thoroughly
competent foreman with extensive experience in the work to be performed under this contract.
Anyone deemed not capable by the Designer shall be replaced immediately upon request, and after
15P-5

satisfactory foreman has been assigned, he shall not be withdrawn without the written consent of the
Designer.
P. GUARANTEE:
This Contractor shall guarantee all materials, equipment, workmanship and each and every piece of
apparatus which he furnished and which he installs under this contract against defects and failures of
any nature for a period of one year from date on which the system is accepted. Apparatus furnished
by this Contractor shall be guaranteed to be satisfactory when operated under rated conditions in
accordance with manufacturer's instructions and to be of size, function, and capacity specified on
drawings or in the specifications. Upon notice from the Designer or Owner, he shall immediately
check system, make necessary repairs or adjustments as required; due to faulty workmanship,
materials, stoppages, operation or equipment, without cost to the Owner, and instruct Owner in
proper operation, adjustment and care of systems.
Q. INTERFERENCES:
This Contractor shall cooperate with all Contractors on the building and shall confer with all
Contractors installing mechanical work and equipment which may effect or come in contact with this
work. He shall make necessary visits to site and examination of other trades to verify dimensions,
installation conditions and conflicts, storage facilities, etc.; he shall examine approved shop drawings
of all trades and arrange his work in proper relationship to other work and apparatus and with the
architectural finish in an approved manner.
It is the intent that piping, air ducts and light fixtures are laid out to clear each other; it shall be the
responsibility of this Contractor to coordinate his work with that of other trades to avoid any such
conflicts. Any conflicts that occur after work of one trade is installed and was not prior coordinated,
shall be relocated or rearranged at total expense of this Contractor, as directed by Designer. Any
conflicts that cannot be corrected in field by relocation or elevation change shall be reported to
Designer in writing prior to any installation.
R. IDENTIFICATION:
All equipment shall be identified and properly marked. All marking must meet Designer's approval.
All markers shall be of appropriate size. Minimum letter height 3/16". Each cut off, drain, control,
valve, and other pieces of equipment shall be identified as to their service, including each component
and adjustment in control panels and equipment.
Numbered tags shall be attached to each valve and referenced in operating instructions where
applicable. Seaton style 2070 tags or approved equal to be utilized. Where equipment requiring
adjustment, servicing, or checking is located above lay -in ceiling panels. Each ceiling panel is to be
identified with a coded marker signifying that it provides access to that particular equipment such as
control devices, valves, etc.
15P-6

Markers shall be colored dots applied to grid on tab type pins through grid. Push in tacks are not
acceptable.
S. MAINTENANCE AND OPERATION INSTRUCTIONS:
Operating and Maintenance Instructions on all equipment shall be provided:
Owner's manuals: Organize owner's operation, maintenance, and installation instructions into sets
of manageable size. Bind in individual heavy-duty 3 -ring vinyl -covered binders of appropriate size,
with pocket folders for folded sheet information. Mark identification on front and spine of each
binder. Submit four (4) complete copies to the Engineer for review prior to final inspection. Include
the following information, with tabs to separate information for each piece of equipment:
Submittal data
Spare parts lists
Manufacturer's operating, installation, and maintenance instructions
Copies of warranties
Preventive maintenance procedures and frequencies
Report of contractor's check-out.
Valve tag lists
Names and addresses of manufacturer's or subcontractors and suppliers.
Provide rack in main equipment room for owner's manual storage. Provide a plastic envelope on the
wall of each equipment room with inspection certificates, control diagrams, elementary wiring
diagrams, piping schematics, valve lists, etc.
Prior to Application for Final Payment of the contract, this Contractor shall be responsible to train
owner's personnel.
Owner training: Train owner's personnel in system and equipment operation and maintenance,
including normal and emergency operation, start-up and shut -down, troubleshooting procedures,
repair procedures, routine preventive maintenance procedures and frequencies, normal adjustments,
safety precaution, warranty terms and procedures, and assistance available from manufacturer's
authorized service representatives. Training is to include review of owner's manual information
described above. Where required elsewhere in these specifications, training is to be conducted by
manufacturer's authorized service representative or factory representative as part of equipment start-
up specified. Upon completion of training, the organization conducting training shall submit on its
letterhead to the Engineer a letter stating what training was conducted, date of training, names of
owner's personnel trained, and name of person conducting training.
Upon acceptance of this letter, and final inspection and approval of this project, the one year warranty
period on all equipment and systems installed by this Contractor shall start, from that date.
15P-7

T. ELECTRICAL WORK:
This Contractor shall furnish, and install all electrical starters, switches, thermostats, controls, and
safety devices required for the proper installation and operation of equipment installed under this
contract. Switches and controls shall be located for convenient access if not specifically located on
drawings.
Electrical work under this contract shall start at unit junction box or disconnect switch to be provided
by Electrical Contractor for service to equipment installed under this contract. See electrical
drawings for location and type of service connections to be provided under the electrical contract.
The Plumbing Contractor shall install conduit wire and outlet boxes for power, controls and
interlocks, and furnish all items of control equipment.
Work shall be installed in accordance with 1996 National Electrical Code, and as specified in Section
16 of these specifications.
U. SHOP DRAWINGS:
Upon award of the contract, this Contractor shall submit to the Designer within (10) ten days, for
approval, a list of all proposed sub -contractors and materials he proposes to utilize for approval by
Designer, Contractor to include a submittal schedule/status log listing all items of submittal and shop
drawings on AIA Form G712 or similar form, and within 4 weeks of approval, supply eight (8) sets
of shop drawings consisting of detailed drawings or manufacturer's cuts of all manufactured
equipment he proposes to use on the job. The drawings or cuts shall show details of construction and
arrangement and all pertinent data pertaining to equipment proposed to be furnished. The approval
of the Designer shall be obtained before equipment is ordered for delivery.
Approval of the Designer shall be for general fitness and design only. It will be the duty of this
Contractor to verify quantities, dimensions, and details, and determine suitability of equipment for
installation in space provided. Approval of shop drawings by the Designer does not relieve this
Contractor of the responsibility for coordination, dimensions, quantities or details. If submittal
shows variations from the contract requirements, the Contractor shall note on submittal and shall
describe all differences (i.e., increased amperage, horsepower, physical size, capacity, flow, etc.) in
writing (on letter of transmittal) separate from notations on submittal shop drawings.
This Contractor shall check and approve shop drawings making such notations and corrections as
may be appropriate or necessary to comply with specifications before submission to Designer.
Submittals with variations and/or substitutions shall also contain a statement that this Contractor has
coordinated same with other Contractors and Designers affected and list any changes required, refer
to Substitutions Section.
Shop drawings and/or submittal data shall be submitted on items listed as follows:
15P-8

Fixtures and Fittings
Pressure Reducing Valves
Backflow Preventer
Waste Treatment Equipment
Insulation Materials
Hose Bibs
Cleanouts
Pressure Gauges
Water Heaters
Pumps
Valves
Floor Drains with Backwater Valves
Dielectric unions
Thermometers
Firestopping for all Penetrations Applicable
V. TEMPORARY UTILITIES:
All necessary utilities such as water, heat, and electricity shall be furnished by General Contractor
during construction, refer to General Conditions and specifications.
W. EXISTING FACILITIES:
Every precaution shall be taken to prevent damage to existing underground lines and structures and
public utilities. Damage to existing water lines and sewer lines, culverts, service connections,
underground cables, and similar surface and sub -surface structures shall be at the risk of this
Contractor, whether or not locations thereof are shown on plans, and the repairing of such damage
shall be by and at the expense of this Contractor, which shall be completed without delay.
X. ADAPTATION OF WORK TO EXISTING CONDITIONS:
It is reasonably implied that this Contractor is to furnish all labor and materials to provide Owner with
a new and satisfactory system in these facilities. Contractor is to include necessary work for
adaptation of equipment to conditions that may be found to produce conflicts during construction.
When any such conditions are encountered, Contractor is to consult with Designer and then modify
installations as directed without additional costs, and to include any incidental materials required.
Y. STORAGE AND PROTECTION OF MATERIALS AND EQUIPMENT:
The Plumbing Contractor shall be responsible for furnishing suitable shelter and protection of all
materials and equipment stored on the job. The Plumbing Contractor shall be responsible for the
protection of fixtures from damage from any source. Precautions as required shall be taken to protect
fixtures stored on job and after installation until completion and acceptance of the job. No damaged
15P-9

fixtures will be acceptable.
Z. CLEANUP:
The Plumbing Contractor shall be responsible for keeping work areas clean and free of trash and
debris resulting from his operations.
When work is conducted in occupied areas, clean up shall be accomplished daily and work areas left
clean at the end of day's work.
When all plumbing fixtures have been set and ready for use, they shall be thoroughly cleaned,
removing all labels, plaster, rust and stains, checked for leaks, and mountings tightened, and left in
perfect working order.
AA. DELIVERY AND HANDLING OF EQUIPMENT FURNISHED BY OTHERS:
All plumbing equipment furnished by the Owner and others which is to be installed and connected by
the Plumbing Contractor as hereinafter specified will be delivered and turned over to this Contractor.
Storing and protection of such equipment shall be done by this Contractor and the furnishing of all
applicable accessories and miscellaneous fittings to make complete, shall be provided by this
Contractor.
BB. RESTORATION OF PROPERTY:
This Contractor shall carefully restore all property defaced by operations or acts of any of his agents
or employees. Such restoration shall include seedings, sodding, and transplanting of lawns, hedges,
ornamental planting, and the repair or replacement of driveways, walks, fences, steps, or other
facilities in such a manner as to meet with the approval of the Designer and to be at least equal in
quality to the original undisturbed work.
CC. PROJECT CLOSEOUT
When this Contractor considers that his work is complete in all respects, per plans and specifications,
he shall conduct an inspection of project with office and field supervision personnel and prepare a
punchlist of outstanding/incomplete/deficient items of work. This inspection shall include review of
all specified documentation, certificates, warranties, and close-out information.
When this Contractor considers the above punchlist to be completed or corrected he shall submit to
the Designer, in writing, a request for Final Inspection.
The request for Final Inspection shall have as attachments the following items:
-- Punchlist prepared by the Contractor, indicating by check -off all completed items (each item
individually checked on the list, not a cover letter stating that all items on attached list are complete);
15P-10

- One copy of the Contractor's Maintenance and Operation manuals for review by the
Designer;
-- As -built marked prints;
-- Copy of the Certificate of Occupancy issued by the local authority having jurisdiction;
-- Contractor's certificate that he has completed all work, per plans and specifications, that
he has installed all itemsinaccordance with manufacturer's installation instructions and all applicable
codes, and that all systems/equipment furnished have been tested and are in full working order; (see
enclosed Certificate Form);
-- Contractor's certificate that the as -built marked prints he provided are complete and
accurate in all respects, and that any deviations from original design plans and/or specifications are
clearly and accurately shown thereon, including all change orders;
-- Certificate of disinfection of potable water lines;
-- Letters documenting Owner training in operation and maintenance of systems and
equipment.
This Contractor is advised to allow adequate time in the project schedule to complete all work,
including all specified testing, check-out, inspections, certifications, etc., prior to the contract
completion date listed in the Notice to Proceed or other such notification, and before it is necessary
for the Owner to occupy the facility.
Once the Final Inspection has been conducted, the Designer will issue to this Contractor a punch list
of outstanding/deficient items. The Contractor will pursue corrective action to complete the Final
Inspection punch list in an expeditious manner. Once all items on the Final Inspection punch list are
complete, the Contractor is to submit to the Designer a copy of the Final Inspection punch list with
all items checked off, attaching any outstanding documentation required. Additional visits by the
Designer which may be required because above procedure has not been followed or accomplished;
or, which are necessary to check off Final Inspection punch list items will be at the expense of the
Contractor.
Refer to the General Conditions for the completion requirements. As a minimum, the following items
must be fully complete, and proper documentation submitted to the Designer, before the Owner can
be allowed to occupy any portion of the facility:
-- All life safety systems must be fully operational and certified, including fire alarm,
emergency power, egress lighting, etc.
-- The potable water system must be disinfected and certificates submitted per specifications.
15P -I1

i
-- Approval of the local authority having jurisdiction through issuance of a Certificate of
Occupancy.
-- Owner trained in operation and maintenance of systems and equipment.
15P-12

I hereby certify the following:
a. That the work on the above -referenced project has been completed in accordance with
the plans and specifications, and that all equipment and materials provided have been installed in
accordance with manufacturer's installation instructions and all applicable codes;
b. That all items on specified contractor's inspection punch list (copy attached) are
completed; and all items on designer's punchlist(s) are completed;
C. That all tests and inspections and sub -contractor's certificates and reports specified
in the contract documents have been properly conducted and documented as specified, and that all
equipment and systems are now completed and in proper working order;
d. That the as -built marked prints submitted to the Designer are complete and accurate
in all respects, showing all deviations from original design plans and all other items specified;
e. That the following Owner's personnel were trained in operation and maintenance of
equipment and systems installed under this contract (list names of Owner's personnel and date(s)
training was conducted), as specified:
(Contractor)
(Title)
(Date)
15P-13

15016 MATERIALS:
Materials and workmanship on all work installed under this contract shall be new and of the best
quality and shall; conform to the best practice for such work and be installed in accordance with
manufacturer's recommendations and instructions, including all hardware and accessories
recommended or appropriate. Any work or materials not specifically mentioned in these plans and
specifications, but required to make this job a complete and workable system shall be furnished and
installed by this Contractor. All materials, fixtures, apparatus and materials and methods of
installation shallmeet with approval of the Designer.
Certain items of manufactured materials and equipment are cited by manufacturer's or
product name and model number. This is to establish a standard of design and quality, and
is not intended to be restrictive as to the use of materials and equipment of similar design and
equivalent quality by other manufacturers, which may be used subject to the approval of the
Designer.
A. Proposed Equivalent Products: Items proposed as equivalent to those cited will be considered by
the Designer up to 10 days prior to receipt of bid, and shall be subject to the approval of the
Designer.
After that date, no equivalent material or substitution will be considered or approved, and all items
shall be as specified.
Approvals to consider a proposed brand as being equivalent are for acceptable quality range and are
not intended or to be construed as a detailed review of products, features, accessories, mounting
hardware, compatibility with other equipment being furnished and space available. Preceding are the
Contractors responsibility to insure a complete and coordinated installation of this product and must
be submitted for approval and review as specified for submittal data. The approval to bid a proposed
equivalent brand as a acceptable equipment design product does not relieve the contractor of this
responsibility.
Equivalent Products proposed for approval for equipment specified must be equal in every respect
and this Contractor shall base his proposal on the quality of materials and equipment covered in these
specifications and shown on the drawings, complete with all accessories, hardware, features and
functions to provide the same satisfactory performance on this project as the specified item or system.
If required by the Designer, this Contractor shall submit for inspection samples of both the specified
and the proposed substitute items for comparison by the Designer and test data from a recognized
independent testing laboratory for both pieces of equipment.
Where equivalent products proposed and approved for bidding alter the design or space requirements
indicated on the plans, this Contractor shall include all items of cost for the revised design and
construction, including the cost of any changes or modifications in structural or architectural details,
and/or electric service, and the cost of all allied trades involved resulting from use of equivalent
15P-14

product or equipment. This Contractor is to coordinate and bear all cost where such differences
affect other Contractor's work.
B. Material Deliveries:
This Contractor shall provide to the Designer as soon as possible, and not later than seven (7) weeks
after job is awarded, copies of factory acknowledgments of orders of all major items of material, i.e.
water heaters, pumps, fixtures, controls, special systems, etc. These acknowledgments should show
date of factory entry and delivery dates promised by the supplier and be updated as job progresses
or changes occur. Subsequent monthly applications for payment will not be processed for payment
until above information is received each month.
C. TESTING AGENCY APPROVAL OR LISTING:
1) All fabricated assemblies of electrically operated equipment furnished under this contract shall
have approval and listing of recognized third party agencies accredited by the NCBCC to label
electrical and mechanical equipment as of August 1, 1991, or other agency satisfactory to authority
having jurisdiction; in every case where such approval and listing has been established for said
assemblies or equipment.
2) All manufactured items of electrically operated equipment shall have approval and listing of
recognized third party agencies accredited by the NCBCC to label electrical and mechanical
equipment as of August 1, 1991, or other agency satisfactory to authority having jurisdiction; in every
case where such approval and listing has been established for said items of equipment.
15020 EXCAVATION AND BACKFILL:
This Contractor shall do all excavation and backfill required for the installation of his work. Trenches
shall be excavated to proper grades and widths to provide working room. Provide shoring as
required for safety of workmen.
Grade bottom of trenches evenly to provide uniform bearing for full length of pipe. Cut bell holes
as necessary for making joints and caulking. Excavate all rock or other hard material.
After installation has been inspected and approved, backfill with selected material in layers not
exceeding 8 inches and thoroughly tamp with mechanical tamper. Coarse rock, brick or broken
masonry or other debris may not be used for backfill. First 6" of backfill shall be made by hand,
taking care not to injure or disturb pipe. Compaction shall be as specified elsewhere in specifications,
or to restore to original state.
Where excavations are made through paved areas, walks, lawns, etc., the finished surfaces shall be
restored to their original condition. Lawn and grass areas shall be compacted, re -seeded, fertilized,
and mulched as required to restore original condition.
15P-15

Excavation shall be to true grade. If over excavation occurs, the area shall be bought up to true grade
by adding select backfill and compacting to the satisfaction of the Designer, and as specified
elsewhere in specification.
Where feasible, all lines at point of emergence from building shall have minimum of two feet cover.
All material to be excavated shall be considered unclassified.
15030 PLUMBING, BASIC MATERIALS AND METHODS:
A. FLOOR DRAINS/SINKS:
FD -1 Josam Series 30000 -AJ, with outlet to caulk, clamping device, and C.P. adjustable strainer.
Provide 3" C.I. P -trap. All floor drains piped to sanitary and/or storm drain -roof leaders to be
equipped with backwater valve. Equals by J.R. Smith, Wade or Zurn.
FS -1 Floor sinks, Josam Series 49020, bottom outlet, inside caulk, nikaloy grate, 1/2, 3/4 or full as
required, or equals, by J.R. Smith, Wade or Zurn.
Strainers shall be chrome plated except in equipment rooms which shall have bronze strainers.
1. Interior toilet areas - Chicago faucet #13 -LK, chrome finish, 1/2" female inlet, 3/4" hose thread
outlet, #293-6 Loose Tee handle. Provide Nide134H or approved equal vacuum breaker M.H. 18"
A.F.F.
2. Exterior Wall - Woodford 65 series anti -siphon, key operated wall hydrant, integral backflow
preventer non -freeze type, brass operating mechanism, removable nylon seat, 3/4" N.P.T. inlet
connection and vacuum breaker.
3. Wall Hydrants- Mixing type: Woodford Model HC -65 automatic draining- anti siphon
freezeless type
C. CLEANOUTS:
Furnish and install cleanouts as indicated on plans and/or as required by Code. Cleanouts shall be
same size as pipe in which they are installed, except no cleanout need be larger than 4".
Cleanouts shall be as follows:
In finished floors - Josam series #58360. Equals by J. R. Smith or Wade.
15P-16

In finished walls - Josam series #58890, for waste and roof drains. Equals by J. R. Smith or Wade.
Exterior cleanouts at grade shall have plug with recessed socket, Josam #58500, less cover, and be
installed in 16" dia. concrete pad, flush with finished grade.
Provide access panels as specified for all cleanouts concealed in walls or chases.
D. FLASHINGS:
Plumbing pipes passing through roof shall extend 12" minimum above roof and shall be flashed and
counter flashed with 16 oz. sheet copper. Flashing shall be two-piece, base and cap type. Furnish
base section to General Contractor for installation. At the option of the Contractor, lead flashing may
be used or J. R. Smith #1740, or Josam #26450 Series caulking type, or Josam Series #26440 roof
fitting as applicable. For PVC pipe, flashing to be S.P.C. polyflex or equal.
E. PIPE SLEEVES:
Standard weight, Schedule 40, steel pipe sleeves shall be provided where pipes pass through masonry
foundations, floors, walls, or partitions. Sleeves shall be furnished by the Plumbing Contractor to the
General Contractor for installation and installed as walls are constructed. This Contractor shall be
responsible for accurate location of sleeves. In areas subject to water, sleeves to extend P A.F.F.
All sleeves to be sealed to pipe or insulation as applicable at completion. All openings shall be closed
and appropriately sealed at completion of construction with a U.L. listed fire barrier; Dow Corning
3-6548 silicon RTV foam, "3M" CP25 caulk or 303 Putty, T & B "Flame Safe", or approved equal.
Where water lines penetrate a slab on grade, pipes shall be insulated and sleeved with Armaflex for
a foot above and below slab. Ends are to be taped or sealed as per section 15100 pipe insulation.
Polyproplene piping shall use 3M series FS195T fire stops.
F. FLOOR AND CEILING PLATES:
Where pipes or hanger rods pass through floors, walls or ceilings in finished areas, provide
chrome -plated steel escutcheon of approved design for neat application and of adequate size to cover
sleeve openings, as manufactured by Cadwell Series #10 (iron pipe) or #IOC (cooper pipe) Beaton
or approved equal.
G. GAUGES:
Trice #600, 4 1/2" corrosion resistant case and ring with flat glass window aluminum pointer, brass
working parts, phosphor bronze bourbon tube, steel dial with white background and black markings.
Connection to be 1/4" NPT, range 0-200 PSIG or as applicable, or approved equal.
15P-17

H. TRAPS:
Exposed fixture traps shall be of cast brass type, similar or equal to McGuire # 8090 with CP brass
nipple to wall, or with iron nipple with CP covering tube.
I. UNIONS:
Unions shall be used on all equipment where necessary to disconnect pipe for future service or repairs
or where dissimilar material come together.
Unions in ferrous pipe shall be malleable iron with bronze seats and ground joints.
Unions connecting dissimilar metals shall be dielectric type.
J. OPEN ENDS:
During construction, this Contractor shall keep all open ends of pipes closed with plugs or approved
caps to prevent dirt or construction materials from getting into pipes and traps.
K. ACCESS PANELS:
Furnish and install access panels as required or as indicated on plans for cleanout, valve and etc.
access. Provide prime painted steel panels of approved design for neat and snug installation and of
adequate size to cover the opening.
L. CENTERING:
This Contractor shall refer to architectural drawing and details and approved shop drawings to obtain
exact locations of plumbing fixtures with reference to finished walls, where such dimensions are not
indicated on plumbing drawings. Fixture wastes shall be set to exact dimension indicated and water
supply pipes accurately centered on waste pipe. If specific information is not indicated on plans for
exact location of fixtures, contact Designer before proceeding. Rough -in heights, spacing, etc., shall
be as shown on manufacturer's standard drawings, unless otherwise specifically stated.
M. TRAP PRIMERS:
This Contractor shall provide and install trap primers to comply with Section 914.1.4 of North
Carolina Plumbing Code. Trap primers to be passive type equal to J.R. Smith #2698 Prince -E25, or
active type equal to Precision Plumbing Products Incorporated Model P-1, P-2 or "Prime Rite" trap
primer valves with DU Series distribution units. Install in accordance with manufacturer's
recommendations.
15P-18

A. PIPING:
Furnish and install piping as specified herein; all piping shall be concealed unless noted otherwise.
Soil- waste- and vent piping: underground within the building and for a distance of five (5) feet
outside shall be service weight hub and spigot cast iron soil pipe with coal tar coating complying with
CS -188-59. Pipe shall be new and free from cracks, sand holes, and other defects.
Soil, waste and vent piping: above floor level within the building shall be service weight cast iron soil
pipe with coal tar coating. Pipe shall be new and free of cracks, holes and other defects. Waste and
vent piping 2" and smaller above grade may be galvanized steel, Schedule 40.
anitarysewer piping: from five (5) feet outside building line shall be vitrified clay, extra strength,
conforming to ASTM specification C -700-71T, or P.V.C. Schedule 40 DWV complying with
NSF -14. Lines under paved drives, roads and walks shall be cast iron.
Domestic water Mining: underground shall be Type "K" soft copper. Hot and cold water piping inside
building above grade shall be Type "L" hard copper. Use insulated adapter fittings as required in
making transition from iron to copper pipe, and install electrical bonding jumper.
Storm water piping: within the building same for soil, waste and vent piping, except piping above
floor level may be schedule 40 galvanized steel pipe, or cast iron.
B. PIPE FITTINGS AND JOINTS:
General: Generally, pipe fittings shall be of the same materials as the pipe. Sweat type wrought
fittings shall be used with copper piping systems. Steel or cast iron fittings to be used with steel
piping systems. PVC fittings to be used with PVC piping systems.
Cast iron soil waste and vent pipe fittings: of same weight as pipe.
Joints for cast iron pipe shall be as follows:
(1) Underground nine: Hot virgin lead and white oakum in conformity with Chapter VI
of North Carolina Plumbing Code, or neoprene gasket joints.
(2) Above ,grade: Lead and oakum or elastomeric compression gasket joints as in (1)
above, where hub and spigot cast iron is used.
(3) Above grade: No hub fittings of 24 gauge, 304 stainless steel with Hi Torque clamps,
neoprene gaskets as manufactured by Clamp -All Corporation shall be installed where no hub pipe is
utilized.
15P-19

Elastomeric joint assemblies: shall meet requirements of Standard No. 301 of the Cast Iron Soil Pipe
Institute.
Fid s for- or copper pipe: shall be sweat type wrought fittings of same weight as pipe. Thoroughly
ream pipe after cutting and clean with emery cloth before assembling joint. Joints up to 1-1/4" to be
made with 95% tin -5%o antimony solder. Joints on piping 1-1/2" and larger to be made with brazing
solder, using non -corrosive paste flux in accordance with manufacturer's directions. Acid core
solders will not be permitted,
Screwed joint fittings: shall be galvanized recessed drainage type for galvanized steel waste piping
and standard galvanized malleable iron type fittings in the galvanized steel vent pipe system. Joints
to be made up with Rutland joint compound, or oil and graphite, applied to male thread only. Cut
pipe to be reamed and threads cut clean tapered.
Fittings for vitrified clay nine: shall be same material and weight as pipe. Joints shall be resilient
compression ring type ASTM C-425-71 Type III. Clay pipe and jointing shall be Pomona -Lock, or
equal.
Fittings for PVC nine: shall be injection molded PVC compound for PVC piping complying with
NSF -14, and all joints connected with approved solvent cement per SSTM D-2235-67 or
D-25664-67 as applicable according to manufacturer's instructions.
Stub -outs for flush valves to be securely anchored within wall to prevent movement. Galvanized
nipples to be grouted in masonry walls. Copper nipples to be taped with PVC tape before grouting.
Insulation to stop before pipe penetrates wall to allow for secure grouting and attachment.
15036 HANGERS AND SUPPORTS:
All piping shall be supported from the building structure according to the following schedule:
Horizontal cast iron pipe - 5 ft. C. to C. maximum for 5 ft. lengths and 10 ft. on center for IOft
lengths.
Vertical cast iron at base and each stub not to exceed 15 ft.
Horizontal and vertical steel 1" and smaller - 8' centers.
Horizontal and vertical steel 11/4" and larger -10' centers.
Horizontal and vertical steel 3" and larger - 12' centers.
Horizontal and vertical copper 1-1/4" and smaller - 4' centers.
Horizontal and vertical copper 1-1/2" and larger - 10' centers.
Provide pipe supports at each change in direction.
15P-20

Hangers for bare copper piping shall have copper plated steel band, Grinnell Figure 97 -CT, copper
plated, adjustable, or approved equal. Hangers for insulated copper and all other piping shall be
malleable iron adjustable split ring type, Grinnell clevin type Grinnell Figure 260, or approved equal.
On all insulated pipe use formed 18 -gauge galvanized sheet metal protection saddle. Pipe hangers
shall fit around protection saddles, brackets, and insulation. Hangers to be installed with appropriate
fittings, clamps and miscellaneous hardware of same manufacturer as hanger.
Hangers and rods shall be sized according to manufacturer's recommendations for size of pipe.
Attach hangers to building structure using expansion shields, angle iron, inserts, clamps, or other
approved devices as required for secure and adequate support. Hangers shall be attached to steel
prior to fireproofing.
This Contractor shall furnish and install all miscellaneous metal required for hanging pipe and
equipment. No wood plugs or blocking will be permitted for hanger support.
All miscellaneous metal and ferrous metal hangers exposed to view or weather shall be brushed free
of rust and painted.
15038 VALVES:
Shut-off valves on main distribution and all branch lines shall be located and installed for easy access
and operation. Valves shall be suitable and rated for a working pressure of 125 p.s.i., as
manufactured by Jenkins, Fairbanks, Walworth, Powell, or equal, rising stem type, all of same
manufacturer.
Gates 125# W.S.P. Globe 150# W.S.P. Check 125# W.S.P.
Jenkins No. 1242 ----- No. 1222
Fairbanks No.0282 ----- No. 0680
Powell No. 1821 No. 1823 No. 1825
Crates Screwed Ends 125# W. S.P. Check Ball M1 .lig
Jenkins No. 47-U No.92A No.1001 No. 106-A
Fairbanks No. U-0252 No.0600 ---- No. U01
Powell No. 27005 No.578 ---- No. 150
Valves shall be same size as pipe line in which they occur unless otherwise noted.
Globe and check valve construction and sizes shall conform to that of gate valves above.
15P-21

All fixtures and equipment not furnished with integral stops shall have full size stop or shut-off valve
furnished for each supply connection, including equipment furnished under another division of the
work.
15040 EXPANSION AND ISOLATION JOINTS:
This Contractor shall employ the use of swing joints, bends, loops, manufactured expansion joints,
or long offsetswherever necessary, or shown on plans to allow for expansions and contraction of
piping. Where indicated on plans install suitable anchors for control of expansion and contraction.
Obtain approval of Designer before anchoring to building structure.
15100 PIPE INSULATION:
All hot and cold water piping shall be insulated.
No pipe insulation shall be applied until all required tests have been completed and the pipe is
thoroughly clean and dry. This work shall be done by skilled mechanics regularly employed in this
type of work. Pipe insulation shall be preformed sectional type calcium silicate, fibrous glass, closed
cell elastomeric (Armaflex), phenolic foam (equal to Childers Koolphen K) cellular glass, or urethane
foam Certain -Teed or Owens Corning heavy density fiber glass, compression resistant, with
self-sealing jacket of white laminated Kraft and foil paper with glass yarn reinforcing, mylar, ASJ and
Butt strips.
Fittings to be covered with pre -formed fittings matching adjacent insulation over fiberglass, or
finished to match adjacent insulation. This Contractor shall guarantee that all insulated surfaces shall
be free of vapor condensation.
Submit data on insulation materials for approval before work is started. All materials to be installed
in strict accordance with manufacturer's instructions, complete with all applicable sealants, tapes, and
etc.
Insulation materials including insulation, cloth, cements, jackets, facings, adhesives, mastics, tapes
and any other accessories shall have composite fire and smoke hazard ratings, as tested by UL
procedure UL723, not exceeding Flame Spread Rating of 25 and Smoke Developed Rating of 50.
Use of water soluble treatments to achieve these rating is not acceptable.
Piping heat loss shall be limited to a maximum BTU/Hr/Sq. Ft. of external pipe surface per ASHRAE
Standard and North Carolina Building Code Volumn X, Section 404.2 and Table 403.2.9.1.
All lines to be insulated continuously and sufficiently to prevent freezing in extreme conditions, where
necessary heater tape to be installed under insulation. Where pipes are installed in ceiling plenum
above batt insulation, the batt insulation shall be looped up over the water pipes. If in wall chase,
chase to be lined with styrofoam or fiberglass insulation. If in concrete block cells, pipe to be
15P-22

insulated with 3/4" Armaflex and blocks filled with granular styrofoam pellets.
Where water lines penetrate slab on grade pipes to be insulated with Armaflex for a foot above and
below.
A. Water Piping:
Insulation shall be 1/2" fiberglass or Armaflex for cold water and fiberglass or Armaflex meeting the
requirements of NC Building Code Volumn X- Table 403.2.9.1 for hot water. Fiberglass to have ASJ
factory applied vapor barrier of tough Kraft type paper with longitudinal and end joints lapped at least
two inches and sealed. Secure insulation with copper wire ties spaced at 8" o.c. or as recommended
by manufacturer.
Thickness specified is minimum for K value given; other approved type materials listed above may
be used with their thickness adjusted to provide equal overall conditions.
15120 PLUMBING FIXTURES AND TRIM:
Fixtures specified herein refer to fixtures as manufactured by American Standard unless otherwise
noted. Fixtures by other manufacturers of similar design and of equal quality may used subject to
approval of Designer, as covered elsewhere.
Plumbing fixtures shall be of first quality as fabricated by a manufacturer of established reputation
whose products have been in constant use for a period of not less then ten (10) years. All fixtures
shall have the manufacturer's guarantee label or grade mark indicating first quality. All enamel ware
shall bear the manufacturer's symbol indicating acid resistant material.
A. GROUNDS AND SUPPORTS:
Lavatories back up to pipe chases shall be supported by Josam 17585 Hanger.
Hanger shall be installed as wall is built up, properly centered to receive lavatory mounting bracket.
Bolts shall be non -corrosive type. No wood plugs will be permitted for mounting fixtures. All
lavatories on sheetrock finished walls shall be fully backed with wood backing installed by General
Contractor and firmly attached to metal studs.
B. FIXTURE CONNECTIONS:
Connections to all floor outlet fixtures shall be made with cast iron bands with cast iron flanges
caulked in place. Connections for other than floor outlet fixtures shall be of a type to permit
adjustments to meet slight variations in building construction. Piping shall be arranged to be confined
to spaces provided. If piping cannot be adapted to space provided, notify Designer before making
installation and re -arrange as directed.
15P-23

Connection between any fixture with a floor outlet and the flange shall be made with an asbestos
composition or wax ring filler which must be germicide, gas and fume proof, water tight, stainproof,
containing neither oil or asphaltum, and which will not rot, harden, ` or dry out under extreme climate
conditions, and must adhere to wet surfaces.
All fixture connections to utilize C.P. stops, McGuire # 167 or equal, with brass component
compression fittings.
Except where shown connected to continuous waste, each fixture shall be separately trapped, using
the kind and size of trap called for in fixture schedule, or as appropriate to application.
Showers shall have flow device to limit total to 2.5 GPM per shower head. Restroom hot water
outlets shall limit flow rate to .5GPM of 110 maximum water. Activation pressure shall not exceed
handicap requirements for access and operation.
Drains of all handicap lavatories shall be insulated as specified elsewhere for hot water piping and
shall be covered with canvas jacket and sized or be equipped with manufactured protective devices..
C. Plumbing Fixtures not in Contract: The Plumbing Contractor shall rough -in for and make final
connection of all plumbing fixtures to be furnished and/or installed by others. The Supplier will
furnish all trim and traps required by the equipment furnished by him. The Plumbing Contractor shall
furnish all necessary pipe, fittings, and shut-off valves required and make final connection.
D. Fixture List: See fixture schedule on drawings. Fixtures by American Standard are generally
shown. Equals by Kohler or Crane will be considered .
15200 DOMESTIC WATER HEATER: (GAS)
Furnish and install gas water heater as shown on plans manufactured by State Industries, Rheem,
Rudd, A.O. Smith, Pressure Vessels, Inc. or approved equal.
The water heater shall be insulated with heavy density fiberglass or foam insulation and trimmed with
a heavy gauge enameled steel jacket. The tank shall be heavy gauge steel gauge steel, fully glasslined.
An approved pressure and temperature relief valve shall be furnished and installed at factory. The
complete water heater shall be listed by the American Gas Association Laboratories for operation at
outlet water temperature 180 F. Heater to be ASME rated for 125 p.s.i., shall be U.L. labeled, shall
meet energy requirements of ASHRE Standard 90.1-89 and be so labeled. Unit shall meet minimum
performance standards of Table 404.1 ofNorth Carolina Building Code Volumn X. Furnish certified
test data on heater losses from approved National Testing Laboratory. Set controls at 140 F.
Post under glass, certificate of inspection issued by State Bureau of Boiler Inspection
See plans for location, capacity, ratings, etc., for individual heaters.
15P-24

Heater shall be equipped with Tork 7202L time clock connected to turn heater (and circulating pump
if applicable) off when building not in use.
15272 SOIL, WASTE AND VENT PIPE SYSTEM:
A. INTERIOR:
All soil, waste and vent piping above ground level shall be run concealed in walls, pipe chases, and
furred ceiling spaces unless otherwise specifically noted. All waste lines in building shall have pitch
of 1/4" per foot for 2-1/2" and less; pipes 3" and greater shall have a pitch of 1/8" per foot minimum,
or as Code requires. All stacks shall be run as direct and free of bends as possible. Branch vent pipes
shall be graded down to soil or waste pipe connection.
Provide p -traps for all plumbing fixtures and floor drains except where fixtures are equipped with
integral traps. Each trap shall be protected against siphonage and back pressure by a waste stack
vent, loop or circuit vent. Where desirable and practical, individual fixture vents, loop or circuit vents
may be joined together and extended through the roof as a single vent, within limits allowed by codes.
Where feasible, all lines at point of emergence from building shall have minimum of 24" cover.
B. EXTERIOR:
General: Install outside sanitary sewers and make renovations to existing lines as indicated on plans.
Lines and Grades: Lines, grades, locations of manholes, etc., shall be shown on plans and as
determined by the Designer. The percent grade and elevations shown on the plans are for the sewer
invert and is that to which the finished work must conform.
Line and grade shall be determined by a line stretched between batter boards parallel to the finished
line and grade of the sewer line. Batter boards shall be set from off -set line points and elevations
established on the ground at intervals not exceeding fifty feet. No less than three batter boards shall
be maintained at all times. Laser transit may be utilized in lieu of above.
C. EXISTING PIPES AND UTILITIES:
Every precaution shall be taken to prevent damage to existing underground pipe lines and structures
and public utilities. Damage to existing water and sewer lines, culverts, service connections,
underground cables, and similar surface and sub -surface structures shall be at the risk of this
Contractor, whether or not locations thereof are shown on plans, and the repairing of such damage
shall be by and at the expense of this Contractor, which shall be completed without delay. All known
lines in vicinity to be located by this Contractor prior to beginning any machine excavation.
15P-25

No vent through roof shall be less than 2" size. Vents smaller than this size shall be increased to 2"
below roof and extend a minimum of 12" above roof.
15275 DOMESTIC WATER PIPING SYSTEM:
This Contractor shall furnish and install water distributing mains with branches and risers complete
from points indicated to all fixtures and outlets indicated on plans. Mains and branches shall be
arranged so that the entire system can be drained through accessible valves at low points.
Water piping main and branches to be installed above the ceiling and below trusses unless noted.
Water piping shall not be installed below grade within building, except where specifically noted on
drawings.
Sizes for all piping shall be as shown on plans and required by codes. Supply pipe sizes to individual
plumbing fixtures shall be not less than shown on schedules, or as required by code.
A. AIR CHAMBERS:
At all fixtures and equipment connections there shall be installed on both hot and cold water supplies
an 18" capped pipe air chamber the same size as fixture supply. In lieu of air chambers, shock
absorbers as manufactured by 7osam, Zurn, Precision Plumbing Products, or approved equal, sized
and installed in accordance with manufacturer's recommendations, may be used at Contractor's
option.
B. WATER PRESSURE REDUCING VALVES:
Furnish and install pressure reducing valves on all water service entrances of appropriate size or as
shown on plans. Valves shall be self-contained, single seat, direct acting, spring loaded, diaphram
actuated type. Valve bodies shall be of bronze construction and all parts in contact with water shall
have corrosive resistance equal to the body material. Valves shall have replaceable nickle alloy seats.
Parts subject to wear or deterioration shall be easily accessible for repair or replacement without
removing the valve from the system. Valves shall be provided with means of re -adjusting reducing
pressure in the field.
C. WATER SERVICE:
Where water service connection to public water system is indicated, the connection shall be made in
full compliance with the standard practices and rules of the water department having jurisdiction.
This Contractor shall pay all tapping fees, including meter and meter installation charges.
15P-26

D. EXTERIOR WATER LINES:
Minimum burial depth for all exterior water piping shall be 2 1/2 feet.
15350 SANITARY SEWERS:
A Installation shall be in strict accordance with the recommended practice for installing clay sewer
pipe, C -200-65T. Unstable soil encountered in the trench bottom shall be removed and replaced with
material which, when compacted, will provide a firm foundation for the pipe. Clay joints are to be
installed strictly as recommended by the pipe manufacturer and when complete must be fully socketed
and entirely free of foreign material. Copies of C -200-65T and the joint manufacturer's
recommendations shall be obtained by this Contractor and furnished to the supervisor of pipe -laying
crews.
P.V.C. pipe installation to be in accordance with the installation instructions of the Plastic Pipe
Institute and/or the respective manufacturer.
B. TRENCHING:
Trenches shall be of the necessary width for proper laying of pipe. Care shall be taken to prevent
over -excavation. The bottom of the trenches shall be accurately graded and shaped to accommodate
the bottom quadrant of the pipe to provide uniform bearing and support for each section of pipe on
undisturbed soil at every point along the pipe except at depressions for joints and where unsuitable
material has been replaced.
C. DRAINAGE:
Excavation, where practicable, shall be performed in the dry. Pumping, if necessary, shall be provided
to keep water out of trenches during final excavation and pipe laying.
D. SAFETY:
This Contractor shall be responsible for determining and observing all existing safety and health
hazard regulations having jurisdiction covering work of this nature.
E. INFILTRATION:
Leakage tests shall be made before backfilling each portion of the system. Leakage shall not exceed
200 GPD/inch of diameter/mile of pipe.
F. BACKFILLING TRENCHES:
The lower 1 1/2 feet of backfill shall be placed in 6" maximum thickness layers and compacted with
158.727

mechanical tampers. Backfill material in this portion shall consist of earth, sandy clay, sand and
gravel, soft shale, or other approved materials free from stones larger than T'. The remaining depth
shall be compacted to the density required for the surrounding material but not less than the natural
density of that on either side of the trench.
15354 WASTEWATER DISPOSAL SYSTEMS:
A. Scope: This section includes furnishing all materials, labor, equipment and services required for
installation of waste water collection lines, grease trap, dosing tank, mainfold, septic tank and
nitrification lines as specified herein and shown on plans. The installation shall be in strict accordance
with the rules and regulations of the Authority having jurisdiction and the State of North Carolina
Building Code.
B. Materials:
1) Sanitary sewer collection lines: Vitrified clay pipe, extra strength, conforming to ASTM
specification C -700-71T, or PVC Schedule 40 complying with NSF -14.
2) Nitrification field drain lines: 4 perforated plastic drain line.
3) Septic tank, grease trap and dosing tank : Cast in place reinforced concrete of capacity shown
on plans and of design having prior approval of the Authority having jurisdiction.
4) Crushed stone nitrification bed: Clean crushed stone or gravel 3/4" to 1/2" size.
5) Mainfold /Distribution Boxes: Precast concrete as detailed and located on drawings.
C. Installation:
1) Sanitary sewer collection lines shall be firmly bedded on compact undisturbed earth, and laid to
true uniform grades and lines.
2) Septic tank and nitrification field installation shall be in strict conformance with the State of North
Carolina's standards and regulations and shall be inspected and approved by an authorized
representative of the Authority having jurisdiction.
3) Manifold & Tanks to be installed in firmly compacted soil and level for even distribution and flow.
15377 SEWAGE PUMP SYSTEM:
General:
Furnish and install a complete sewage pump system including but not limited to dosing tank,
15P-28

pump(s), check valve(s), gate valve(s), piping, high water alarm, electrical control panel, and level
controls.
A. Dosing Tank/ Pump Chamber:
Fabricated cast in place concrete dosing tank shall have an inside dimension of 6-0" x 4'- 0" x 9'-
0" deep.
B. Pump(s):
1. Two (2) Hydr-o-matic pumps model S3HRC, each pump shall have a capacity of 42 GPM at a
total head of 40 feet when operating at 3450 RPM.
2. Pump motor shall be of the sealed submersible type. Pump motor shaft shall be of 303 stainless
steel.
3. Furnish to Owner one extra pump only as a spare.
C. Piping:
Piping, check valve(s), gate valve(s) and fittings shall be as shown on drawings. After installation
coat piping valves and fittings with two coats of asphaltum paint.
D. Level Control System:
Hydro -o -Matic 3900 control with NEMA 4 junction box mounted inside sump basin. One control
for turn on, one control for turn off, one control for alternating pump and one control for high water
alarms. Controls shall be mercury tube switch sealed in polyurethane, float type with weights.
E. High water alarm shall be the flashing light type. For location see plans.
F. Control Panel
Shall be NEMA 1 or NEMA 4 as noted on drawings. Duplex panel 230 V, 1 phase as manufactured
by Hydr-o-uratic or equal.
15390 PRESSURE TEST AND ADJUSTMENTS:
A. Soil, waste, and vent piping shall be tested with water at a head of 10 feet, maintained for twenty
four (24) hours, and proven tight to the satisfaction of the Designer. Piping may be tested in sections
as completed. Provide test plugs as required. Any test plugs which are defective or which do not
seal properly shall be replaced before any test will be approved.
15P-29

B. Water piping system shall be tested at hydrostatic pressure of 125 p.s.i. and proven tight.
Pressure shall be maintained for twenty-four (24) hours with pressure gauges provided; and on under
floor piping systems pressure test to be maintained continuously until floor slabs have been poured.
All joints shall be hammered with a 3# hammer, under pressure, blows being struck with sufficient
force to jar the pipe and joint but not so hard as to injure the pipe,
C. DISINFECTION:
All piping systems shall be thoroughly flushed out before use.
The water system, after it has been completed, tested and thoroughly flushed to remove mud and
debris, shall be disinfected by chlorination.
Inject chlorine in solution into new system by means of a pump as system is filled. Chlorinated water
shall completely displace all air and water present in new system. Open spigots at end of distribution
in buildings until all lines are filled with chlorinated water and air is removed. Chlorinated water shall
have a minimum chlorine concentration of 50 ppm, and shall remain in the system for a minimum of
24 hours. At the end of this period, the system shall be flushed until only a normal residual of
chlorine is present as determined by the ortho tolidin test.
This Contractor shall furnish to the Designer a notarized certificate in triplicate as evidence of
disinfection.
15P-30

PROJECT:
CONTRACTOR:
I hereby certify the following:
a. That the work on the above -referenced project has been completed in accordance with
the plans and specifications, and that all equipment and materials provided have been installed in
accordance with manufacturer's installation instructions and all applicable codes;
b. That all items on specified contractor's inspection punch list (copy attached) are
completed; and all items on designer's punchlist(s) are completed;
C. That all tests and inspections and sub -contractor's certificates and reports specified
in the contract documents have been properly conducted and documented as specified, and that all
equipment and systems are now completed and in proper working order;
d. That the as -built marked prints submitted to the Designer are complete and accurate
in all respects, showing all deviations from original design plans and all other items specified;
e. That the following Owner's personnel were trained in operation and maintenance of
equipment and systems installed under this contract (list names of Owner's personnel and date(s)
training was conducted), as specified:
(Contractor)
(Title)
(Date)
15P-31

section VORTEX 'age 401
da Cal Dated SEPTEMBER 1993
ata :1M
MODEL: S3HRC — Standard Recessed Impeller Sewage Pumps
Phvsical Data:
DISCHARGE SIZE
3"
SOLIDS SIZE
2"
IMPELLER TYPE
BALANCED, RECESSED, 8 VANE, SEMI -OPEN VORTEX
CABLE LENGTH
30' STANDARD
50' OPTIONAL
PAINT
PAINTED AFTER ASSEMBLY BEFORE TESTING. DARK GREEN, WATER
REDUCIBLE ALKYD ENAMEL, ONE COAT, AIR DRIED.
Temnerature:
MAXIMUM LIQUID
140°F
MAXIMUM STATOR
311 °F
OIL FLASH POINT
390°F
HEAT SENSOR Open:
Closed:
257°F MAX./239°F MIN.
194°F MAX./119°F MIN.
Technical Data:
POWER CORD TYPE
STW-A WATER RESISTANT 600V, 60°C
SENSOR CORD TYPE
16-4 STW-A WATER RESISTANT 600V, 60°C, 10 AMPS
MOTOR HOUSING
CAST IRON ASTM A-48 CLASS 30
z
Co
0
CASING
CAST IRON ASTM A-48 CLASS 30
U
IMPELLER
CAST IRON ASTM A-48 CLASS 30
Fr cc
CASING WEAR RING
N/A
w Cn
�z
MOTOR SHAFT
303 STAINLESS STEEL
2 OU
HARDWARE
300 SERIES STAINLESS STEEL
"O" RINGS
BUNA N
MECHANICAL SEALS
Standard:
UPPER AND LOWER CARBON/CERAMIC, TYPE 21, BF1C1
Optional:
LOWER TUNGSTEN CARBIDE/TUNGSTEN CARBIDE, TYPE 21, BD1 D1
UPPER BEARING
(RADIAL) SINGLE ROW - BALL
LOWER BEARING
(THRUST) SINGLE ROW — BALL
CS AURORA PUMP HYDROMATItT PUMPS
A UNIT OF GENERAL SIGNAL

S3HVX illustrated above
DISCHARGE FLANGE
3 -125># FLG.
A I D E F I H J
S3HRIC j 26 j 4-1/4 1-3/4 j 4-15/16 ; 4-15/16 2-3/16 4-3/16 15-1/8
S3HVX 1 28-3/4 4-1/4 1-3/4 4-15/16 4-15/16 2-3/16 6-3/8 116-13/32
ALL DIMENSIONS IN INCHES
NOTE CASTING DIMENSIONS MAY VARY ± 1 /S'

Section VORTEX Page 101
Dated SEPTEMBER 1993
Performance
Curve
RPM: 3450 Discharge: 3Sl
►
=
MWS
35%
i
0
The curves reflect maximum performance characteristics without exceeding full load (Nameplate) horsepower. All pumps
have a service factor of 1.2. Operation is recommended in the bounded area with operational point within the curve limit.
Performance curves are based on actual tests with clear water at 700 F. and 1280 feet site elevation.
Conditions of Service: p
AURORAPUMP GPM: 42 TDH: 40-0 HYDROMATIC" PUMPS
A UNIT OF GENERAL SIGNAL

Section VORTEX Page 301
Dated SEPTEMBER 1993
,a
MODEL: S3HRC & S3HVX- Recessed Impeller Sewage Pump
R.P.M.
3450
MOTOR TYPE
ENCLOSED, OIL COOLED INDUCTION
MOTOR DESIGN NEMA TYPE
B (3o) L (1 o)
GENERAL INSULATION CLASS
B
STATOR WINDING CLASS
F
MAXIMUM STATOR TEMPERATURE
311°F
MOTOR PROTECTION
BI -METALLIC, TEMPERATURE SENSITIVE DISC, SIZED
TO OPEN AT 120°C AND AUTOMATICALLY RESET @ 30-350C
DIFFERENTIAL, ONE IN SINGLE PHASE, TWO IN THREE PHASE
VOLTAGE TOLERANCE
±10%
2
200
1
K
1.2
14.6 16.8 81.0
2.7
16.2
2.9
o�Q'v
Q
Q4•.
Q gv Q
Q Q
:88 .84
230 ,
12.7 14.6 70.5 I
2
200
3
JJ
�J
�
2.3
18.4
2.8
.68
.66
.62
j
1 52
.83
.80
.75 `; .66
230
7.3 8.0 46.2
460
3.6 4.0 23.0
575
2.8 3.2 18.5.
3
200
1
1
F
I
1.2
20.6 25.8 81.0
3
j
16.2
4.1
.56
.59
�
a 3
! '
230
17.9 22.4 70.5
3
200.
3
J
1.2
10.9 12.9 53.0
1
1
3.2
18.4
3.8
.70
.70
.67 .62
.86
.85
.82 .75
230
2
200
1
K
1.2
14.6 16.8 81.0
2.7
16.2
2.9
.58
.56
.51 :42
.93
.91
:88 .84
230 ,
12.7 14.6 70.5 I
2
200
3
N
1.2
8.2 9.2 53.0
2.3
18.4
2.8
.68
.66
.62
j
1 52
.83
.80
.75 `; .66
230
7.3 8.0 46.2
460
3.6 4.0 23.0
575
2.8 3.2 18.5.
3
200
1
1
F
I
1.2
20.6 25.8 81.0
3
j
16.2
4.1
.56
.59
.57 .51
a 3
.93
Q.8 2 88
230
17.9 22.4 70.5
3
200.
3
J
1.2
10.9 12.9 53.0
1
1
3.2
18.4
3.8
.70
.70
.67 .62
.86
.85
.82 .75
230
9.4 11.2 46.2
460
4.7 5.6 23.0
-5-7-5-1.3.8
4.5 18.5
5
200
1
F
1.2
29.8 37.2 144
5.5
28.8
6.0
.65
.68
.68 .64
i
.91
92
.92 .92
230
25.1 32.9 125
5
200
3
G
1.2
17.9 21.5 83.0
5.4
28.7
6.2
.69
.70
'
.68 .63
.87
.87
.86 ! .84
230
15.6 18.7 72.0
460
7.8 9.4 36.0
575
6.2 1 7.5 28.8
G AURORAPUMP HYDROMATIC" PUMPS
A UNIT OF GENERAL SIGNAL

VMLLI H
00 )it AMOMtM
ELONGATED 1.5 9Pf TOILET
X U R Y VITREOUS CHINA
2257.103
Afwall" Aquameter TM with direct -fed siphon jet
action, elongated bowl, off -floor mounting, 11/211
top spud, vitreous china. Fixture only, less seat.
Flushes on 1.5 gallons.
Nominal Dimensions: 2511 x 1431411 x 1511
Minimum working pressure -25 psi at valve
while flushing.
Water surface, seal, ballpass, and operation
meets or exceeds ANSI Al 12.19.2M code
requirements.
Fixture dimensions conform to ANSI Standard
'® - N.i
ne [::Silver
runt seat:!ess
n front seat
(Lo, Consurmllon. 1.6 gal. lush cycle max.)
FINISHED
FLOOR \-CIL OF
OUTLET
Josam Iscoo
CA AA4 9 A.
smam BODY-"
WkwL
STASUZER
CASKET
CARR— SIONM I- SI—ON —
JET POSITION TOOT=101[191131ea (open front seat less cover)
-9A
i S.P S OR C,',V.T
AS REQUIRED TO FLUSH
/ALVE
FINISHED WALL
2-7/8
—25
;L
t8-v2—
�
'.112' 14.3/4+i
SPUD (4) 718-
(H
—CIL OF SEAT POST HOLES
1
! HOLES 2611112
CENTERS)
'13
_
FINISHED
FLOOR \-CIL OF
OUTLET
Josam Iscoo
CA AA4 9 A.
smam BODY-"
WkwL
STASUZER
CASKET
CARR— SIONM I- SI—ON —
JET POSITION TOOT=101[191131ea (open front seat less cover)
-9A

9� ®31, o A�Fii AL" vAQ ETERP"M
=' ELONGATED 1.5 9pf TOILE'S
X U R Y VITREOUS CHINA
x'2257.103
Afwalllm Aquameterr"I with direct -fed siphon ;et
action, elongated bowl, off -floor mounting, 1 1!2"
top spud, vitreous china. Fixture only, less seat.
Flushes on 1.5 gallons.
Nominal Dimensions: 25" x 143/4" x 15"
Minimum working pressure -25 psi at valve
while flushing.
Water surface, seal, bailpass, and operation
meets or exceeds ANSI Al 12.19.2M code
requirements.
Fixture dimensions conform to ANSI Standard
N
4
A. N.
ne ❑ Silver
rout seat less
�n front seat
IY 0de/ 11% (Low Consump1lan. 1.6 gal. 11ush cycle max.)
S.P.S. OR C.W.T. SUPPLY _
-S REOUIRED -C FIUSH
:ALVE
FINISHED'NALL 4-3/4-+—r
f--2.78
.—r— 79 t
C;L
e•ii2—� -.1:2 a-ala-
SPUo � 141 7;8-�
5-112- CENTERS) I ..
O:L OF SEAT POST HOLES
I ! HOLES ZB-tit
i
13 9
7.
FINISHED ­
�
� FLOOR `C;L OF 5-tia
OUTLET
5.1/4-J ..............................
-r
-1.112
.)OSaw+ iZ000 S�ltlg5
A
IF � '� j - `c � 'pax ( LUWTT ltSA
5
rni EXTU490M --�
CARRIER SWAW IM SUMM JET 0Osmcft 0jisrA6li
r-,vRgvrea LUPen front seat. less cover)

w 7 daoeid T(N
OVATION T11 LAVATORY
PURE LUXURY ENAMELED STEEL
Ovation self -rimming acid resisting enameled steel
countertop lavatory, front overflow, soap
depressions, mounting clamps. Fixture only. Shown
with 2350.049 faucet. (Not included)
❑ 3004.207
faucet holes on 4" centers
Nominal Dimensions: 20 "x 17 "
Fixture Dimensions conform to ANSI Standard
Al 12. 19.4
McGuire
Cao Numb
To Be Specified
El Color: 2703-7-00
Faucet*: t.x-ryPZ
ps✓gt6•vtz.;1o1v
❑ Faucet Finish.
❑ Supplies:
❑ 1'/4"Trap:•
��oan :;rETFy-80 F&UCC
lavatory drain
with 11/4' tailpiece, Integral perforated grid.
5c a7�*cAc14
SWEAT LAVATORY SUPPLIES
Description
fr 01a HOLE 7121 it 01A NOTES OPTIONAL
A
x 22
•71
(e) RETWIERS. FOR
HOUNTING LUGS
C"TER TOP-aT OTHERS
( t
TO
10�•.. 7I'
Fee51ED
FLOOR
7 i
/ 'N-I}'nowsTE
It' OD TAILPIECE
wdh camerset 6RR,2.alppM, po" dram end iTt1 O.D.-PI ,rw-
reNNlMs are to change or CW=NWW. No resgimm " s
id for use of superseded or vaded t>a I
67
Angie stops Th Nom. Copper
170 wheel handl I sweat x 3A" 0.0.x121' Riser

SLOnN.
OPTIMA SYSTEMS
Electronic Tempered- Faucet
VARI T ]OILS
�1
1/� GPM Vandal -proof Aerator
2 GPM Vandal -Proof Aerator
21/`L GPM Vandal -proof Aerator
21/z GPM Laminar Flow Aerator
4" Trim Plate
Single Solenoid Operation
Double Solenoid Operation
Hard Wire Transformer
Plug-in Transformer
ETF -80
ETF -80
Sensor Operated
Lavatory Faucet
AUTOMATIC: The installation of a SLOAN Optima
ETF -80 Automatic Lavatory Faucet makes any
lavatory totally "hands-free'. The ETF -80 makes use
of infrared technology to sense the user's presence
and immediately turn on the water supply that has
been pre -mixed to the desired temperature. When
the user's hands are removed from the invisible beam
of light, the water suppiv turns off.
HYGIENIC: Dramatic] mprovement in sanitary con-
ditions. Hygiene is aided by the decreased spread or
germs by eliminating hand contact with old-styie
handles.
ECONOMICAL: Automatic operation provides up to
an 85°10 savings in water consumption over manual
type faucets.
PRACTICAL: Solid state electronic circuitry assures
years of dependable, :rouble -Free operation. Auto-
matic shut-off eiiminates risk of sink overflow.
INSTALLATION: A uniq,ueModular Plug -In System
is designed for ease of installation on new as well as
retro -fit applications. The SLOAN ETF -80 Sensor
Operated Automatic-avatory Faucet comes with an
integral Faucet and Sensor Assembly comoiete ,.vith
24 V Transformer and Soienoids plus ail mounting
hardware.
MATERIAL: Solid Brass, Chrome Plated with an at-
tractive Ceicon Plastic Throat Plate.
WARRANTY: 1 Year ":Limited).
Made in the U.S.A.
Arch itect./Enu!ne-r aucroval
Job Name Oat j
I
i
Model specified QuantllV
I VanadonsSpecified
i
I
customerMGWAW
coma w - —
I
SPECIFICATION SHEET

"SPECIFICATIONS
OPERA T ]ON
RC00H->>1
-'f1�1A SYSTEMS
ETF -8
Faucet Construction: Control Circuit: Plug-in Transformer as standard.
Chrome Plated Brass Solid State Box mount transformer available as option.
4Aerators: 24V AC Input Consult factory for special transformer
�y.1/2 GPM (vandal-prooO 24V AC Output applications.
2 GPM (vandal -proof) .5 OFF Delay
21h GPM (vandal -proof) 30 second Time Out WIRING DIAGRAM
21/2 GPM Laminar Flow
Connection Box:
Mounting Shank:
ABS Plastic Box w/Modular
I
1/2" NPSM Thread
Connections.
Cable Length:
OPTIMA Sensor Range: SLK
Sensor to connection Box-
Factory set at 4 inches.
18", Cable Shielded
Sensor Box to Solenoid
Adjustable to 6 inches dependent
Valve -18", Cable Shielded
upon the dept and reflecivi
P p ty of
basin.
Operating Temperature:
32°F (OC) - 140°F (60°C
Solenoid Valve:
24V AC, 60 Hz, 1/8 N.P.T.
Transformer.
120V AC, 60Hz Primary
24V AC, 60Hz Secondary/Class 2
Photoelectric
RED ym I OW
LOAD
H N
24V AC
t: 2. 3.
Cononuous,invisible light The faucet is When hands are re -
beams are emitted from activated by placing moved, tine water flow
the OPTIMA Sensor ham oeneath the spray automatically stoos. it
located on the throat of head.:hus activating the is then ready for the
the lavatory faucet Solenoid Vale. Tempered next user.
I
I
water lows for as long
as hands continue to
A % staywithin the
Sensors' ange. (30 sec /
auto shut off). _F
�r
SPOUT
_ 20'MAX.
3/r TUBE --••Co WIRING
(NOTSUPPLIEO) BOX
� � 1
SOLENOID VALV
(HOT SUPPLY)
SOLENOID VALVE
(COLO SUPPLY)
51/411 _01
_. � —TO --
3!B' COMPRESSION STOPS
(NOTSUPPLIED)
NOTE: INLINE FILTER SUPPLIED
WITH SOLENOID VALVE
TRANSFORMER Drawing shows Double Solenoid Valve installation. Single Solenoid
Valve installation (for Tempered Water application) also available.
•
is
wte USA by sty vrw Co.user an
S1 L4N : �� �r,
Copyright ® Sioan Valve Camp" 1989 Printed in U.S-4,
.n#
�..` ��'�::u'-:;�•��-4 '::,M�k.-..ill: . =,..: _ • '-� . ^`

� L4 PRoT�c-1 70 ?.0D
t x- J rt.�
PURE LUXURY AEg+6Vrilon� PZA
Regalyn acid -resisting, enameled cast iron lavatory
with soap depression, wall hanger. Fixture only.
Shown with 2248.698 faucet. (Not included)
8" centers
4867.016
/4 19"x 17"
4867.024
20"x 18" (illustrated)
4" centers
C3 4869.012
19„x 17„
4869.020
20"x 18„
Bowl sizes:
19" x 1711
14112” wide, 871a" `mnt to back. 8" deeo
20" x 1811
15'/z" wide, 9718" `ront to back, 8" deep
Fixture Dimensions conform to ANSI Standard
Al 12.1,9.2
To Se Saecified:
Color: White Bone E Sliver
❑ Faucet*:
Faucet Finish:
El Supplies with stop:
'u 1 1/4" ,rap:
i
I
i✓ Nipple:
❑ Grid Drain: 2411.015
• 4" centers
• Metal lever
handle
• With or
without metal
pop-up drain
• Copper sweat
or IPS
connections
REGALYNTM LAVATORY
ENAMELED CAST IRON
IINISMEO
w4tl
L
-0 :ANGER
" I I
� s
suanuEs
A i CAaIN PLUG WASTE'�pOP�UP PPLIEWASTI OUTLET
_ VALI.i�Y olrrLtT /-r.400 1-1/4 O.D.
DRA.► tJ
Amer) ca n 54,4. 4 2411 .o 15
�+111/4 ' Oat I piece , pe r4raixd q rut .
-------------
SWEAT LAVATORY SUPPLIES
McGuire
Cat. Numbe
Description
UT. MO I L I M i
j
4067016 1 19 1 17 i q"4 """ED FLDOR� 4867021 20 18 I
f/
4867.016
4867.024
.NSIONS SHOWN FOR LOCATION OF SUPPLIES AND "P" TRAP ARE
ESTED.
ER NOTE—Provift suaadle rm ftcal wxa t0► ar way supports.
rrlReatxrtrtleMs are slrblett a change or car+cellaWm No mspormbdity is
d kr tae of superseded ar voided pegas.
Angle stops Th81" Nom. Copper
170 wheel handle sweat x xr• n_n ,.11•0 o:...._

li 4:1- CD ' :"d 10 -:t) C.,;;) ,uv
IX IMMAl
AILBRIDCX
aP to a higher standard VITREOUS CHINA
3=41.132
AllbroCKVilreCLIS ,cw-ccnsumct;cn .J
gailons per flusn) sic.n--n !et �,rinaj :vita"usning
nm. 3/y "' nier spud. ,udet 7,crnec,:cn tre-ncea
nside, vad anqef:
i\lcrnrai : imensicns:
x[ure (--Imensicns cc, fcr, -.7
lu
r-
e e [ s -•,.e m e r! ca.- s a li[I e S
Royai® Model
O
Mcdei 186-1 Low Consumption (1.0 gpf/3.3 Lpf)
=WISHED
xa,
I VALL
—V 7 LUPPt'
4 47—
VAL, Z
;?UO
NSIOE 4RFADS
WALL.
OETAIL OF OUr.17. CONNECT ION
:-2—
156—
51al
:Ss-
F012 AOA
UTL=T
ilo—
�Z41 yt
FINISHED Fl - QOP
FSMALE ioPTIONALI
OUTLET
CCHNEC7.014 I
GASKET
NOTES:
FLUSH VALVE NOT INCLUDED WITH FIXTURE AND MUST BE Dampen SEPARATELY.
PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS
tUPORTAHr Ojmwn ap gs"u" m nOTmM MIO mxy vwy vwum mo ranp a
ANSI StorAwd A112.19.2M
Th@" Meassffemss"s ,ss sun"= to cump of cumsIsa" No msommamy is asaiamse w
use CIO ripwasslad of vowed les"L
SPS 6541
135A
5 1992 American Standard Inc.
xa,
102MM—/
IA)
NSIOE 4RFADS
WALL.
OETAIL OF OUr.17. CONNECT ION
NOTES:
FLUSH VALVE NOT INCLUDED WITH FIXTURE AND MUST BE Dampen SEPARATELY.
PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS
tUPORTAHr Ojmwn ap gs"u" m nOTmM MIO mxy vwy vwum mo ranp a
ANSI StorAwd A112.19.2M
Th@" Meassffemss"s ,ss sun"= to cump of cumsIsa" No msommamy is asaiamse w
use CIO ripwasslad of vowed les"L
SPS 6541
135A
5 1992 American Standard Inc.

a�L�td o>t8t'�SINKS '�r{ -.
DLR-SERIES—BEEP i
SINGLE COMPARTMENT+
18 GAUGE TYPE 302 -SELF RIM {?
DLR -Series models have, deep sink
bowls.
Highest quality, spacious Sink bowl
seamlessly drawn of H18 gauge, type 302 1'
(18-8) nickel bearing stainless steel. Bowl
depth: 10 -inches or 124nChes, with
13/4 -inch radius caved corners. Compart-
ment and faucet deck are recessed
?7t1 -inch below outside edge of sink. Self
rim. Exposed surfaces are hand blended
to a highlighted LK -6K -H satin finish,
Underside is fully undercoated
Drain opening is 3th-inches
NOTE: Three faucef holes standard, rOUP
faucet holes furnished on request
{
DLR -1722-10 & 01-n-1919-10 available j
three faucet holes only.
LK -335
SINGLE COMPARTMENT SINKS
DLR -2522-10 Illustrated
Modett
DIMENSIONS IN INCHES
Len h I! lett to ri ld. Width Is front to back.
Cutout to
Counter Top
No. of
I yt Dia
Shia.
fiumbat
(1117" Radius
Comers)
Faucet
Holes
'rt
Lhs.
0"rd
InsideEscnComoanment
L ., W a
L, W
L w
4" Center
_
A a
a a E
-�—
OLR•1722-10
17 22
131/7 16 10
16''„ 211.
1 i
LA -1919.10
191/7 19
16 131/7 t0
1 "4 181 ,
:1
OLR-2222.10
22 22
19 16 10
P I 7I I
-t
OLR-2222-12
22 22
19 16 12
211" 21".
3
OLR-2522.10
25 22
21 1516 10
24 1/q 21 ",
3
n
DLR -2522-12
25 22
21 1536 12
24"w 213'a
3
01-A•3122-12
31 22
28 16 i 11"2
1 303/4 2 t t ',
3
Ji
Jo'v % ;5 j 7-J
t^+C/SLq Yl a j i Dv► 3
No. 786. Hi -Lite Ouaturn fitting
with No. 317-4" wrist blade han-
dles. No. GN -28-E4 rigid/swing
convertible gooseneck spout
with No. E4 rose spray.
No. 786-E3. Same as No. 786
1-4 except with No. E3 Softflo
aerator.
j SWEAT LAVATORY SUPPLIES
I.
McGuire
Cat. Numb
.170
Description
Angle stops 1h" Nom. Copper
wheel handle I sweat x 1:%" 0.D.x12" Riser
LK -335. Duo stainer lot 314 inch opeeft (4%*4nch top diameter). Type 316
stainless body. cup strainer and IV{ -inch O.D. tailpiem. Stip, yyl. IW lbs.

Basins
Precast Terrazzo
MODEL -SB -6" HIGH
A
B
C
D
24 x 24
124
24
12
12
32 x 32
32
32
16
116
36 x 36
36
36
18
18
36 x 24
36
24
18
12
Servicr Fmicel
,, it:m-,1 r\.
0
B
�---- A-�
fly. rinnr�
Lc`� f 6 aha-itio�,
6.. irFr.t()VAOLr. STAMI ESS 5..
rrL 1 OR
OR �•:;rtn)nFrt a) nrc
1 SECTION THRU
SECTION nmll SIDES
THRESHOLD SECTION iHRI)
DRAIN
(LEAD CAULK d.
]- PIPE 8 P" TRAP
9� OTHERS)
SECTION THRU SIDES SECTION THRU SECTION THRU
AND THRESHOLD (W/O THRESHOLD WITH THRESHOLD WITH
ST/ST CAP OR FLANGE) ALUMINUM aUMPER STAINLESS STEEL CAP
Chrome plated with vacuum
breaker, integral stops.
adjustable wail brace. pail
hook and ?/4' hose thread
on spout. fiody inlets 8'
center to center, four arm
handles. Center of spout
outlet from back of wall
flange e'.
GUARD
Ahi"vinittit it inilieri.nard
With vinyl insert. optional
for attachment on the job.
:s M 1'W.
!1frTfi Ilmij!t!r
24' long x 7' wide. 18 Ca.
1:102 stainiess steel attached
with Rat head, slotted
machine screws, included.
MODEL -TSB -12" HIGH
A I
B
C
D
24 x24
24 124
12 112
32 x 32
32
j 32
16
16
36 x 36
36
36
18
18
36 x 24
136
24 .
18
12
SECTION THRU
SIDES WITH GALVANIZED
SONOERIZED FLANGE
iln,r anti itn��I�
30' long flexible, heavy duty
y." rubber hose. cloth
reinforced, with 1/4' chrome
coupling at one end. 13raekel
is 5' long x 3' wide.. 18 Ga.
1502 stainirss steel
with rubber grip.
�� �Tt Lull
Standard 1/12th gallon
cartridge for use with open
type, hand -operated caulking
gun. This permanent white
sealant is an elastomer vastly
superior to conventional
caulking compounds: will not
crack, shrink or change color.
Siutciiir.aiinns
Precast Terrazzo Mop Service Basin. Four Sizes: 24" x 24", 32" x32, 36" x 3e", 36" x 24'.
Mop Service Basin shall he of one-piece Precast Terrazzo as manufactured by FiAT PRODUCTS. Shoulders shall he net
less than 2' wide, e" for 12') high outside.
Drain body shall be stainless cast integral, and shall provide for a caulkedlead connection not less than 1" deep to a 3' Pipe -
Terrazzo shalt be made of marble chips cast in gray partland cement to produce a compressive strength of not less than
3OW P.S.L. sevendays after tasting. Terrazzo surface shall be ground and polished with all air holes and/or pits 10 be
28 grentra and, excess removed.
Oplfonal: Aluminum Sumperguard with vinyl insert or stainless steel protective cap available for use on exposed sides. Sae

E:A-*Ct.I f VES
Modd 30-60 H Sasrier-Free Shower - A Compliant
�I.uetial:k .'11....1.1'.•1 Stalnlaa steel curui� roti, luavy-duty.
hand-held shower heid..limme-plated In ic u,d slide iru.
suinicu sreel 01 hoc. ...,nlr White. Opt unal colors avadabie
on reyuat. t )1,tioua Righr or defy handl f (ding nauphyde
=C. stailslw steel p dish (spcciFy 4x:2n). Nundard
Slip-n3inx It Hcmr, hale wrxxl . ppnrt laminaml
6 WMn layers of t rgkm galvu cd sic 1 sdfknm laminal -
cd into M h wail.
For banimfiee aAuww
to plv.idc .crm awb in mb&m
%i dmg Cada ani T -a" % damn
AOA--Amaima .,idi n6abiGcia Aa, 1991 ANS( A 117.1 -1 "?- Haaiiicsp $tw Jmd
AtM Z 124.1 ASTM F -"61G -k Hand
HWHUD U114'�Uee JMa criaL augain NFAR Naw lot. 258 and ASTM E Ra
UPC — Una= Ploisaw" Code — LtPMV
I
CONTROL'
AREA
81-
80'
33-'0 30 -
MOVE
INSIDE
FLOOR
r.
1-t 1
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For bacrier-feee ioW
11.uui:1yd rvallues: Slip-resistalu flour, balsa wood
r
arioe, eoariaemr
support laminated bctwcca layers of fiberglass,
to petsritie M=" tck
crab in subfiaor.
galvaniatd weed sril%ncrs laminactd into each wall.
"slide 2811
�
I
Modd 30-60 H Sasrier-Free Shower - A Compliant
�I.uetial:k .'11....1.1'.•1 Stalnlaa steel curui� roti, luavy-duty.
hand-held shower heid..limme-plated In ic u,d slide iru.
suinicu sreel 01 hoc. ...,nlr White. Opt unal colors avadabie
on reyuat. t )1,tioua Righr or defy handl f (ding nauphyde
=C. stailslw steel p dish (spcciFy 4x:2n). Nundard
Slip-n3inx It Hcmr, hale wrxxl . ppnrt laminaml
6 WMn layers of t rgkm galvu cd sic 1 sdfknm laminal -
cd into M h wail.
For banimfiee aAuww
to plv.idc .crm awb in mb&m
%i dmg Cada ani T -a" % damn
AOA--Amaima .,idi n6abiGcia Aa, 1991 ANS( A 117.1 -1 "?- Haaiiicsp $tw Jmd
AtM Z 124.1 ASTM F -"61G -k Hand
HWHUD U114'�Uee JMa criaL augain NFAR Naw lot. 258 and ASTM E Ra
UPC — Una= Ploisaw" Code — LtPMV
I
CONTROL'
AREA
81-
80'
33-'0 30 -
MOVE
INSIDE
FLOOR
r.
1-t 1
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0

Soil & Environmental Consultants, Inc.
244 West Millbrook Road ■ Raleigh, North Carolina 27609 ■ [phone] ■ Fax [phone]
November 12, 1997
Job i#: 97-2-1032
SOIL SUITABILITY AND CHARACTERISTICS OF THE SOILS
AT THE PROPOSED HIGH VISTA CLUBHOUSE FOR
SUBSURFACE SEPTIC SYSTEM
HENDERSON COUNTY, NORTH CAROLINA
A detailed soil/site evaluation of the above named property was performed by Kevin C.
Martin and Steven M. Price, NC Licensed Soil Scientists, of S&EC to determine its
suitability for a subsurface wastewater treatment system. The evaluation was performed by
making auger borings to depths sufficient to determine any soil limitations and to identify
the soil to the series level. The soils examined in the proposed system area were most like
the Hayesville soil series, which is a deep, non -expansive, well drained, clayey soil. The
soils in the proposed repair areas are most like the Evard soil series, whichis a deep, non -
expansive, well drained, fine -loamy soil. Based on state guidelines for conventional
systems, acceptable loading rates for the soils found in the system area could be between
.1 to .4 gpd/ft2 (05 to 0.2 gpd/ft2 on an area basis for a LPP system). These loading rates
do not consider the effect of hydraulic mounding beneath the system.
S&EC's evaluations to determine the soil suitability for on-site wastewater disposal
systems, are described in this report. This data was used to determine site suitability and
the area required for an on-site subsurface wastewater treatment system as per DEH
regulations (15A NCAC 18A. 1900). The following is a brief report of the methods
utilized and analysis of the data collected by S&EC. S&EC was told that flow reduction
might be approved for 12 gpd/member and possibly as low as 10 gpd/member for the
clubhouse. For the purpose of this report we will assume a flow of 12 gpd/member. The
golf course has a total of 348 members with a proposed flow of 4,176 gpd (12
gpd/member). The existing system will continue to serve the existing building, but we
have not "given any credit" (reduction) for this.
SOIL/SITE EVALUATION OF PROPOSED DRAINFIELD AREA

alone would not allow enough area for a complete system (i.e. part of the lower Ksat area
would be needed no matter what). The Deep Boring descriptions of the soils found in the
system area are found in Table 2. Two deep borings within the main body of the potential
system area were advanced to 19 feet without auger refusal, at location #85 and #105. A
third deep boring was advanced to 15 feet at location #68.5. Two deep borings were also
performed in the repair area. One was advanced to a depth of 9.5 feet, and the other to
11.5 feet. Both of these descriptions are located in Table 2. In Table 3 is a list of some of
the other large systems S&EC has worked on in the Piedmont and Mountain regions of
North Carolina; and the average Ksats of those jobs.
Hvdraulic Conductivit;
Unsaturated Zone:
Saturated hydraulic conductivity of the unsaturated parts of the Bt, BC and C horizon was
measured using a constant head permeameter. The methods used in these measurements
were similar to those described in Methods of Soil Analysis, Part 1., Chapter 29 -
Hydraulic Conductivity of Saturated Soils: Field Methods, 29 - 3.2 Shallow Well Pump In
Method, pp. 758-763 and in the Soil Science Society of America: Journal Vol. 53, no. 5,
Sept. - Oct. 1989, "A Constant -head Permeameter for Measuring Saturated Hydraulic
Conductivity of the Vadose Zone" and "comparison of the Glover Solution with the
Simultaneous - Equations Approach for Measuring Hydraulic Conductivity. The results
of these tests are shown in Table 1. The conductivity information was used to predict
flow beneath the systema These predictions are discussed later in the report_ The
conductivity horizon describes the soil material encountered in the auger hole where
conductivities were measured.
WASTEWATER FLOW ANALYSIS (using 12 god/member)
Design Flow Rate = 4,176 gpd
Assumed Loading Rate = 0.3 gpd/fe
Conventional Trench Width = 3 ft
Needed Total Trench Length = 4,640 ft
Needed Total Trench Bottom Area = 13,920 fe
Design Loading Rate = 5,700/19,999 = 0.30 gpd/fe
Minimum Space Between Lines = 9 ft
Minimum Total Drainfield Area = 4,640 a 9 = 41,760 ftp = 0.96 acres

Design Flow Rate = 4,176 gpd
Assumed Loading Rate = 0.25 gpd/ft`
Conventional Trench Width = 3 ft
Needed Total Trench Length = 5,568 ft
Needed Total Trench Bottom Area = 16,704 ft2
Design Loading Rate = 4,176/16,704 = 0.25 gpd/ft2
Minimum Space Between Lines = 9 ft
Minimum Total Drainfield Area = 5,568 x 9 = 50,112 ft2 =1.15 acres
I gpd/ft2 is equivalent to 4.06 cm/day
Design Trench bottom Loading Rate = 0.3 gpd/ft2 or 1.22 cm/day
Maximum Areal Loading Rate = 0.10 gpd/ft2 or 0.406 cm/day
The depths of saturated hydraulic conductivity's (Ksats) in the Bt horizon of the best soils
in the system area were taken between 11 and 26 inches at three sites (site #76, #85.5, and
9105). These Ksats ranged between 0.21 to 4.77 gpd/ft2, with an average of 2.24 gpd/ft2.
The Ksat values for the BC horizon at two sites (sites #68.5 and #105) varied between
0.37 to 2.44 gpd/ft2, with an average Ksat of 1.41 gpd/ft2. The Ksats for the C horizon
ranged from 10.77 to 21.78 gpd/ft2, with an average of 16.3 gpd/ft2.
We recommend utilizing trenches in the 30-36 inch range, with 18 inches of gravel. This
will reduce the chances of adverse effects of compaction and will allow more storage
capacity in the trench. No Ksats were measured in the 30-36" range, however the Ksat of
that horizon was measured, just at a different depth. The average Ksat, for the horizon
(either Bt or BC} where the trench would be located, is 2.33 gpd/ft2, and has a range from
0.37 to 4.77gpd/ft2. The locations, depths, and horizons used to get this average are:
#68.5, 18-24", BC; #105,21-2T', BC; #85.5, 15-20"2 Bt; and #85.5, 19-25"9 Bt.

horizon where the average Ksat in the best soils area is between 4.5 to 7.5 times larger
than the design loading rate (assuming all flow is through the trench bottom).
Assuming that wastewater distributed by pressure manifold moves along the trenches, it
may also infiltrate through the side walls, which will result in faster infiltration than is
anticipated for the above analysis. Based on the Ksat values reported in Table 1 it
appears that the total volume of wastewater (4,176 gallons) that will be applied daily to
the trenches of the proposed system can infiltrate into the soil in a 24-hour period without
a significant amount of ponding in the trenches. This analysis assumes uniform
distribution of wastewater over the entire drainfield area. However, because of the use of
a pressure manifold system, wastewater will be applied to the beginning of the trenches.
Therefore, more ponding is expected at the beginning of the trenches than at the end of
each trench. As wastewater moves along each trench, it infiltrates into the soil through
the bottom and sides of the trench. Based on the available Ksat values, as long as no
clogging mat is formed, or conductivity of soil is drastically changed due to wastewater
quality or other factors, the system should function without a serious ponding problem in
the trenches. We are assuming that trenches installed on contour in clayey textured soils
will allow redistribution within the trench.
Once wastewater moves into the soil, it must move away from the trenches either
vertically or laterally. It was indicated that the maximum areal loading rate for 9 ft
minimum spacing over the entire drainfield area is 0.10 gpd/ft2 or 0.406 cm/day. The
lowest Ksat measured in the Bt horizon that is in the range of the proposed trench bottom
was 0.37 gpd/ft2. This means even the slowest Ksat in this horizon moves water at least
three times faster than the proposed LTAR Since the Ksats of the C horizon are at least
100 times higher than the areal LTAR, and since no groundwater was encountered within
20 feet of land surface in our deep borings, it is reasonable to assume that once the treated
effluent reaches the C horizon it will have no difficulty in transmitting the effluent
vertically and no ground water mound should result.
Based on the type of soil (relatively deep B horizons) found at the site, it does not appear
that vertical water movement through the least restrictive layer is a problem. These
analyses are based on the available data and simplified soil water flow equation. It is also
assumed that wastewater will have no effect on the soil hydraulic properties with time.
Please call if you have questions or require further information.
Sincerely,
�.v

TABLE 1
High Vista
Saturated Hydraulic Conductivity Measurements Xsats)
Potential System Areas
Location Horizon De th in
Best Soils 0.3 LTAR
between # 68 and #69
(#68.5) fairway 17
BC
18-24
Ksat
>
0.415
cm/hr -
3.92
in./day -
2.44
gpd/sq. ft
C
36-41
Ksat
>
3.7
cm/hr -
34.97
in./day -
21.78
gpd/sq. ft
# 105 fairway 7
Bt
11-18
Ksat
>
0.035
cm/hr -
0.333
in./day -
0.21
gpd/sq. ft
BC
21-27
Ksat
>
0.062
cm/hr -
0.59
in./day -
0.37
gpd/sq. ft
C
51-57
Ksat
>
1.83
cm/hr -
17.29
in./day -
10.77
gpd/sq. ft
between #85 and #86 (#85.5) rough 17
Bt
15-20
Ksat
>
0.296
cm/hr
2.80
in./day -
1.74
gpd/sq. ft
Bt
19-25
Ksat
>
0.81
cm/hr -
7.65
in./day -
4.77
gpd/sq. ft
0.25 LTAR
# 76 fairway 17
Bt
19-26
Ksat
>
0.04
cm/hr -
0.38
in./day -
0.24
gpd/sq. ft
Bt
52-59
Ksat
>
0.0152
cm/hr -
0.14
in./day -
0.09
gpd/sq. ft
BC
74-80
Ksat
>
0.0158
cm/hr -
0.15
in./day -
0.09
gpd/sq. ft
Average Ksats of the soils in the Best Soils area
Bt 2.24
gpd/sq. ft
BC 1.41
gpd/sq. ft
C 16.3
gpd/sq. ft
Potential Repair Areas
Location Horizon Depth(in)
Located near the existing septic system for the clubhouse
Site l
Bt
13-19"
Ksat
>
1.6
cm/hr -
15.12
in./day -
9.42
gpd/sq. ft
BC
31-36"
Ksat
>
2.98
cm/hr -
28.16
in./day -
17.54
gpd/sq. ft
C
45-50"
Ksat
>
16.37
cm/hr -
154.70
in./day -
96.38
gpd/sq. ft
Site 2
Bt
12-20"
Ksat
>
0.44
cm/hr -
4.16
in./day -
2.59
gpd/sq. ft
BC
27-34"
Ksat
>
1.55
cm/hr -
14.65
in./day -
9.13
gpd/sq. ft
C
53-57"
Ksat
>
333
cm/hr -
314.69
in./day -
196.05
gpd/sq. ft

Table 2

Profile Description
High Vista Country Club
Fairway 17
A
0-3
7.5YR 4/4
sandy clay
I granular
loam
Bt1
3-10
5YR 4/6
clay
subangular
blockv
Bt2
10-28
2.5YR 4/8
clay
subangular
blockv
BB
28-65
2.5YR 4/8
7.5YR 6/6
clay
subangular
blockv
BC
65-74
2.5YR 4/8
clay loam
subangular
blockv
74
hit a rock
A 0-8 7.5YR 4/4 sandy loam granular
Bt1 8-17 5YR 4/6 7.5YR 6/6 clay subangular
blockv
Bt2 1748 2.5YR 4/8 clav subangular
blockv
48 hit a rock
A 0-2 7.5YR 4/4 sandy clay granular
loam
C 2"-9' 7.5YR 6/6 IOYR 2/2 structureless
(relic)
10YR 7/1
(relic)

A 0-7
Bt 7-42
BC 42-105
Hit Rock
Saprolite
at
Surface
A 3-42
BC 42-82
Hit a Rock
A 0-3
Bt 3-42+
Hit a Rock
A 0-10
Bt 10-36+
Hit a Rock I d
A 0-3
Bt 3-30
Hit a Rock
A 0-3
.Bt 3-35
Hit a Rock
2 HighVsta. tbi
,aar1ptha1Qrttilsextt�rtr�teluze
`:
�ileS
Ap
04
7.5YR 4/4
sandy loam
granular
Bt1
4-8
5YR 4/6
sandy clay
subangular
loam
block
Bt2
8-24
2.5YR 4/8
clay
subangular
blockv
BC
24-32
2.5YR 4/8
sandy loam
weak
subangular
blockv
C1
32-65
5YR 4/6
7.5YR 6/6
sandy loam
structureless
10YR 2/2
(relic)
C2
65-75
10YR 7/1
7.5YR 6/6
sandy loam
structureless
(relic)
C3
75-15'
alternating
sandy loam
structureless
between
colors of
previous 2
horizons
15'
Hit a Rock
A 0-7
Bt 7-42
BC 42-105
Hit Rock
Saprolite
at
Surface
A 3-42
BC 42-82
Hit a Rock
A 0-3
Bt 3-42+
Hit a Rock
A 0-10
Bt 10-36+
Hit a Rock I d
A 0-3
Bt 3-30
Hit a Rock
A 0-3
.Bt 3-35
Hit a Rock
2 HighVsta. tbi

-'
Ap
0-6
Sandy Clay
Loam
Brown
granular
Bt
6-40
Clay
Red
friable msbk
BC
40-48
Clay Loam
Red with Yellow
Mottles
wsbk
C
48+
Sandy Loam
Pink, White &
Yellow
structureless
Yellow
C
Ap
0-4"
Sandy Clay
Brown
granular
Ap
Loam
Bt
Bt
4-48+"
Clay
Red
(firm) wsbk
BC
70"-8'
Clay Loam
Red with
wsbk
Yellow
C
8'+
Loam
Pink, White &
structureless
Yellow
><><
>:«>=
rxti� �
C <12" C <12" Bt >48"
A 0-12 Brown
Bt 12-48+ Yellow
Red
(3 chroma at 44")
Ap 0-4
Bt 0-48
Fairway 6 nearest Road)
.......:.:.......::.:::.:
Bt.. _:........ 6-48+....
:..::....::.. .
I1tiroa .th:.::::.:`;i....:;
......................................................................
A 0-24 Brown
Bt 24-48+ Yellow
Red
3 HighVsta.tbl
onzflx�>
Be th
..................
Ap
0-4
Bt
4-36
BC
36-44
C
44+
A 0-12 Brown
Bt 12-48+ Yellow
Red
(3 chroma at 44")
Ap 0-4
Bt 0-48
Fairway 6 nearest Road)
.......:.:.......::.:::.:
Bt.. _:........ 6-48+....
:..::....::.. .
I1tiroa .th:.::::.:`;i....:;
......................................................................
A 0-24 Brown
Bt 24-48+ Yellow
Red
3 HighVsta.tbl

A
0-3
7.5YR 4/4
7-24
sandy loam
granular
Bt1
3-9
7.5YR 4/4
sandy clay
subangular
2.5YR 4/8
loam
blocky
7.5YR 6/6
Bt2
9-26
2.5YR 4/8
clay
subangular
blockv
BC1
26-42
2.5YR 4/8
clay loam
subangular
block
BC2
42-55
2.5YR 4/8
10YR 6/6
sandy clay
subangular
loam
blockv
C
55"-9'
2.5YR 4/8
few clay balls
sandy loam
structurless
few mica
(upper 2')
flakes
9'
hit a rock
•
1.
Bt
7-24
7-31
BC
C
31-48+
A
0-7
Bt
7-24
7-31
BC
C
31-48+
•
1•
Bt
7-24
BC
24-42
C
42
Faii
•
1:
Bt
7-24
BC
24-42
C
42
A 0-7
Bt 7-24+
Hit Rock
A
0-7
Bt
7-24
BC
24-42
C
42
Deep
Boring
A 0-8
Bt
8-34
BC
34-48+
A 0-7
Bt 7-23
BC 23-33
C 33
A
0-6
Bt
6-36
C
36-48+
4 HighVsta. tbl

Ap
0-9
10YR 4/4
loam
granular
(weak)
Bt
9-22
2.5YR 4/8
clay loam
subangular
blockv
(strong)
BC
22-37
5YR 5/8
clay loam
subangular
blocky
(medium)
C1
37-97
5YR 6/8
sandy loam
granular
(medium)
C2
97-106
IOYR 4/4
loamy sand
granular
(weak)
C3
106-120
5YR 7/2
loamy sand
granular
(weak)
C4
120-141
7.5YR 4/3
loamy sand
granular
(weak)
C5
141-155
10YR 8/1
loamy sand
granular
(weak)
C6
155-171
7.5YR 4/3
loamy sand
granular
(weak)
C7
171-200
10YR 5/4
loamy sand
granular
(weak)
C8
200-216'
7.5YR 4/3
silt loam
granular
(weak)
C9
216-228
7.5YR 5/3
silt loam
granular
(weak)
***Bt's profile are Red unless otherwise noted.
ALTAR = 0.30/gpd/ft2unless otherwise noted.

Repair Areas
sandy loam
clav
clay loam
loamy sand
rock that
crushes to
loamy sand
loamy sand
loamv sand
rock that
crushes to
loamy sand
rock
structureless
rock structure
rock structure
A
A
0-6
10YR 4/4
Bt
6-21
2.5YR 4/6
2.5YR 4/6
BC
21-30
2.5YR 4/ 6
23-39
C1
30-71
10YR 6/4, 7.5YR 6/8,
2.5YR 4/6, 10YR 2/1
(relic) w/mica flakes
C1
C2
71-108
10YR 6/4, 10YR 6/3,
7.5YR 6/8 & 10YR 4/2
C3
108-120
10YR 6/4,10YR 6/3,
7.5YR 6/8 & 10YR 4/2
7.5YR 5/8, 10YR 5/4,
C4
120-133
10YR 2/1,,8/1 & 8/3
C5
133-142
10YR 2/1, 8/1 & 8/ 3
Ar
142
Auger Refusal
sandy loam
clav
clay loam
loamy sand
rock that
crushes to
loamy sand
loamy sand
loamv sand
rock that
crushes to
loamy sand
rock
structureless
rock structure
rock structure
A
0-8
10YR 4/4
sand loam
granular
Bt
8-23
2.5YR 4/6
clay
subangular blocky
BC
23-39
2.5YR 4/6
clay loam
subangular blocky
C1
39-65
7.5YR 5/8 & 10YR 5/4
loamy sand
structureless
C2
65-101
7.5YR 5/8, 10YR 5/4,
loamy sand &
10YR 2/1 & 8/2 (relic)
rock that
crushes to
loamy sand
C3
101-109
7.5YR 5/8, 10YR 5/4,
loamy sand
10YR 2/1 & 8/2 (relic)
C4
109-114
7.5YR 5/8, 10YR 5/4,
loamy sand &
10YR 2/1 & 8/2 (relic)
rock that
crushes to
loamy sand
Ar
114
Auger Refusal
rock
6 MghVsta.tbl

Table 3
:targe Systems S&EC has worked on in the Piedmont and Mountain Regions of North Carolina
oy constant head permeameter method)
Location
Horizon
Average Ksat
Status
cm/hr
(wd/ft2)
Autism Camp
Bt
0.45
2.65
Approved by DEH
Chatham County
BC
0.09
0.53
C
0.5
2.94
West Yadkin School
Bt
0.1
0.59
Approved by DEH
Yadkin County
BC
0.06
0.35
C
0.2
1.18
Stowe Botanical Garden
Bt
0.02
0.12
Approved by DEH
Gaston County
BC
0.07
0.41
by using deeper trenches
C
0.50
2.94
Vienna Village Rest Home
Bt
0.02
0.13
Approved by DEH
Forsyth County
upper BC
0.60
3.52
by using deeper trenches
lower BC
0.94
5.52
Whittenburg Elementary School
Bt
0.91
5.36
Under review
Alexander County
BC
0.18
1.08
C
11.32
66.65
George Hildebran Elem. School
Bt
0.36
2.12
Under review
Burke County
BC
0.08
0.48
C
2.88
16.98
Society of Ascension
Bt
0.58
3.4
Under review
Haywood County
BC
0.07
0.39
(most recent data)
C
0.79
4.68
Bamardsville Elem. School
Bt
0.42
2.48
?
Buncombe County
BC
0.51
3
C
2.19
12.9
Belwood Restaurant
Bt
0.24
1.44
Cleveland County
BC
0.08
0.49
C
0.38
2.26
Ambassador Baptist College
Bt
0.17
1.00
?
Cleveland County
BC
0.15
0.88
C
1.27
7.48
Burlington Industries
Bt
0.035
0.21
?
Guilford County
BC
0.38
2.24
C
0.64
3.77

WATERLINE TO BE RELOCATED
IF AREA IS TO BE USED )
POTENTIAL REPAIR SITES
WELL