WQ0040707_Regional Office Historical File Pre 2018

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
August 20, 2019
NIKOLAY M. BOIKOV AND NATALYA A. BOIKOVA
1020 YELLOW BEE ROAD
INDIAN TRAIL, NORTH CAROLINA 28079
Dear Mr. Boikov and Mrs. Boikova:
RE0EIVEDNCOENRroWR
AUG 2 0 2019
WOROS
MOORESVILLE REGIONAL OFFICE
Subject: Permit No. WQ0040707
461 Union Rd. SFR
Single -Family Residence
Wastewater Irrigation System
Union County
In accordance with your permit application request received March 13, 2019, and subsequent
additional information received May 28, 2019, we are forwarding herewith Permit No. WQ0040707 dated
August 20, 2019, to Nikolay M. Boikov and Natalya A. Boikova for the construction and operation of the
subjecf single-family residence wastewater treatment and irrigation facilities.
u
This permit shall be effective from the date of issuance through January 31, 2025, and shall be
subject to the conditions and limitations therein. The Permittee shall submit a renewal application no
later than August 4, 2024.
I Please pay attention to the operation and maintenance requirements listed in Section III. Failure to
establish an adequate system for collecting and maintaining the required operational information shall result
in futute compliance problems.
7
4 If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Ashley Kabat at [phone] or
ashler kabata ncdenr.gov.
tl
Sincerely,
mda Culpepper, Director
Division of Water Resources
cc: Union County Health Department (Electronic Copy)
Mooresville Regional Office, Water Quality Regional Operations Section (Electronic Copy)
North Carolina Department of Environmental Quality Division of Water Resources
PR
512 North Salisbury Street 16t7 Mail Service Center I Raleigh. North Carolina 27699-ib17
E 0 - �'
n Gasiunn
--919.707.9000

Mr. Nikolay M. Boikov and Mrs. Natalya A. Boikova
August 20, 2019
Page 2 of 2
Michael W. Lash, PE — Lash Engineering, Inc. (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT CONtMISSION
DEPARTMENT OF ENVIRONMENTAL QtiALITY
RALEIGH
SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Nikolay M. Boikov and Natalya A. Boikova
Union County
FOR THE
construction and operation of a 360 gallon per day (GPD) single-family residence wastewater treatment
and irrigation facility consisting of:
a 600 gallon Norweco Singular Green BioKinetic unit containing a pretreatment chamber, an extended
aeration chamber with a mixer, and a final clarification chamber with an effluent filter, an 800 GPD
Norweco Membrane BioFilm Rector containing attached growth filtration media; a 3,000 gallon pump tank
with a 15 gallon per minute (GPM) submersible pump, and audible/visual high-water alarms; a 9.5 GPM
ultraviolet (UV) disinfection unit with one bank and one bulb; a hydraulic unit irrigation headworks; a
control panel for the Singular Green BioKinetic unit; a control panel for the pump tank and drip irrigation
system; a rain sensor; a 0.27 acre drip irrigation area; and all associated piping, valves, controls, and
appurtenances
to serve the single-family residence at 461 Union Rd., Matthews, NC 28104 with no discharge of wastes to
surface waters, pursuant to the application received March 13, 2019, subsequent additional information
received May 28, 2019, and in conformity with the Division -approved plans and specifications considered
a part of this permit.
This permit shall be effective from the date of issuance through January 31, 2025, and shall be subject to
the following conditions and limitations:
I. SCHEDULES
Upon completion of construction and prior to operation of this permitted facility, the Permittee shall
submit an engineering certification from a North Carolina licensed Professional Engineer certifying
that the permitted facility has been constructed in accordance with G.S. 143-215.1, Administrative
Code Title 15A Subchapter 02T, this permit, and the Division -approved plans and specifications. For
phased and partially certified facilities, the Permittee shall retain the responsibility to track further
construction approved under this permit and shall provide a final engineering certification upori project
completion. Mail the Engineering Certification to the Division of Water Resources, Non -Discharge
Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617, or Non-Discharze.Rel2orts&cdenr.gov.
[I 5A NCAC 02T .0116(a)]
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2. The Permittee shall notify the Mooresville Regional Office, telephone number [phone], at least
two business days in advance of initial operation of the constructed facilities so that the Division can
conduct a startup inspection. [15A NCAC 02T .0108(b)(1)(B)]
Upon completion of construction and prior to irrigation, a soil evaluation shall be completed for all
areas where fill material is placed within the permitted irrigation areas. The report shall certify that
areas utilizing fill material are capable of accepting the designed loading rate. This report shall
specifically address, but not be limited to, soil features such as soil compaction and saturated hydraulic
conductivity of the least permeable layer, soil fertility report and any amendments added, verification
of fill suitability and depth of fill material (and to the seasonal high water table) across the field, as well
as any other properties that might impact the soil's ability to accept irrigation water. The soil scientist
evaluation shall be mailed to the Division of Water Resources, Non -Discharge Branch, 1617 Mail
Service Center, Raleigh, NC 27699-1617 or Non-Discharge.Reports�,ncdenr. ogo Irrigation of
wastewater shall not occur until the Mooresville Regional Office approves the soils evaluation. [ 15A
NCAC 02T .0108(b)(1)(A)]
4. The Permittee shall request renewal of this permit on Division -approved forms no later than August 4,
2024. [15A NCAC 02T ,0105(b), 02T .0109]
5. If a public or community sewage system is or becomes available, the Permittee shall connect to this
system, and shall request rescission of the single-family residence wastewater treatment and irrigation
facilities permitted herein. [15A NCAC 02T .0607]
II. PERFORMANCE STANDARDS
The Permittee shall maintain and operate the subject non -discharge facilities so there is no discharge to
surface waters, nor any contravention of groundwater or surface water standards. In the event the
facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper
operation and maintenance, or failure of the irrigation areas to assimilate the effluent, the Permittee
shall take immediate corrective actions, including Division required actions, such as the construction
of additional or replacement wastewater treatment or disposal facilities. [15A NCAC 02T
.0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. The Permittee shall apply treated wastewater effluent at or below the following rates:
TABLE 1 — APPLICATION LIMITATIONS
Field
Parameter Hourly Rate rly Max
Units
1
��l
01284 — Non -Discharge Application Rate 0.15 8.12
inches —
[I 5A NCAC 02T .06050)]
4, The Permittee shall only apply treated wastewater effluent to the following:
TABLE 2 — IRRIGATION AREA INFORMATION
Field
Owner
County i Latitude
Net
Longitude j
Dominant
Acreage
Soil Series
Nikolay M. Boikov and
1
Natalva A. Boikova
Union { 35.149686'
-80.6071710 0.27
Tarrus
[ 15A NCAC 02T .0 1 08(b)(1)(A)]
WQ0040707 Version 1.0 Shell Version 181 105 Page 2 of 8

5. The attached Operation and Maintenance Agreement shall be a condition of this permit.
Noncompliance with the terms of the Operation and Maintenance Agreement shall subject the Permittee
to all sanctions under G. S. 143-215.6A, G.S. 143-215.613, and G.S. 143-215.6C for violation of or
failure to act in accordance with the terms and conditions of this permit. [15A NCAC 02T .0604(h)]
6. The Permittee shall connect the irrigation system to a rain or moisture sensor designed to prevent
irrigation during precipitation events or wet conditions. [ 15A NCAC 02T .0605(o)]
7. The compliance boundary is the property boundary. Any exceedance of groundwater standards at or
beyond the compliance boundary shall require corrective action. Division -approved relocation of the
compliance boundary shall be noted in Condition BA. Multiple contiguous properties under common
ownership and permitted for use as a disposal system shall be treated as a single property with regard
to determination of a compliance boundary. [ 15A NCAC 02L .0106(d)(2), 021.0107(i), 02T .0105(h),
G.S. 143-215.1(i), G.S. 143-215.1(k)]
8. The review boundary is midway between the compliance boundary and the effluent disposal area. Any
exceedance of groundwater standards at or beyond the review boundary shall require preventative
action. [ l 5A NCAC 02L .0106(d)(1), 02L .0108]
9. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [ 15A NCAC
021.0107(c)]
10. The facilities herein were permitted per the following setbacks:
a. The irrigation sites were originally permitted August 20, 2019. The setbacks for drip irrigation
sites originally permitted or modified on or after September 1, 2018 are as follows (all distances in
feet):
i. Each habitable residence or place of assembly under separate ownership:
1001
ii. Each habitable residence or place of assembly owned by the Permittee:
15
iii. Each private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
25
vii. Each well with exception of monitoring wells:
100
viii.Each property line:
50 2
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Each water line:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Public right of way:
50
xiii. Nitrification field:
20
xiv. Each building foundation or basement:
15
Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
` Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02T .0606(a), 02T .0606(d), 02T .0606(e)]
WQ0040707 Version 1.0 Shell Version 181105
Page 3 of 8

um
b. The storage and treatment units were originally permitted August 20, 2019. The setbacks for
storage and treatment units originally permitted or modified on or after September 1, 2018 are as
follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: 1001
ii. Each private or public water supply source: 100
iii. Surface waters: 50
iv. Each well with exception of monitoring wells: 100
v. Each property line: 50,
Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02T .0606(b), 02T .0606(d), 02T .0606(e)]
OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as a non -discharge system. [15A NCAC
02T .0600]
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [15A NCAC 02T
.0117]
3. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02T
.0608(a)]
4. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Condition 1I.4. [15A NCAC 02T .0608(b)]
5. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [15A NCAC 02T .0605(o)]
6. The Permittee shall only irrigate treated effluent from the single-family residence at 461 Union Rd.,
Matthews, NC 28104 on the sites listed in Condition II.4. [15A NCAC 02T .0601]
The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02T .0608(d)]
8. The Permittee shall prohibit public access to the wastewater treatment and irrigation facilities through
lockable treatment units, and fencing around the irrigation sites. [ 15A NCAC 02T .0605(i)]
9. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [ 15A NCAC
02T .1100].
10. The Permittee shall not divert or bypass untreated or partially treated wastewater from the subject
facilities. [15A NCAC 02T .0605(f)]
11. Pump tanks shall have audible and visual alarms external to any structure. [ 15A NCAC 02T .0605(n)]
WQ0040707 Version 1.0 Shell Version 181105 Page 4 of 8

12. The Permittee shall line any excavation into bedrock with a 10 millimeter synthetic liner. [15A NCAC
02T .0605(d)]
13. Metering equipment shall be tested and calibrated annually. [15A NCAC 02T .0608(c)]
14. The Permittee is responsible for the operation and maintenance of the wastewater treatment and
irrigation system including the following:
a. Inspect the Norweco Singular Green RioKinetic unit annually, and pump out solids as needed.
Inspect and clean the effluent filter annually.
b. Inspect the ultraviolet disinfection unit weekly. Clean or replace the lamps and quartz sleeves as
needed.
c. Inspect all storage tanks, pumps, and alarms monthly. Remove the floating scum layer in all
pump/storage tanks when pumping the solids out.
d. Inspect the drip irrigation system monthly to verify: proper operation of the drip lines; that there
are no leaks; that vegetative growth does not obstruct the drip emitters; that the irrigated wastewater
is not ponding in or running off the designated irrigation area; and that there are no objectionable
odors.
[15A NCAC 02T .0608]
IV. VIONITORPiG AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [ 15A NCAC 02T .0108(c)]
2. Noncompliance Notification:
The Permittee shall report to the Mooresville Regional Office, telephone number [phone],
within 24 hours of first knowledge of the following:
a. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate wastewater treatment.
b. Any facility failure resulting in a discharge to surface waters.
c. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
d. Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Mooresville Regional Office within five
days of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to
ensure the problem does not recur. [ 15A NCAC 02T .0108(b)(1)(A)]
WQ0040707 Version 1.0 Shell Version 181105 Page 5 of 8

V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the wastewater
treatment and irrigation facilities. [15A NCAC 02T .0608(f)]
2. The Permittee shall inspect the wastewater treatment and irrigation facilities to prevent malfunctions,
facility deterioration, and operator errors that may result in discharges of wastes to the environment,
threats to human health, or public nuisances. The Permittee shall maintain an inspection log that
includes the date and time of inspection, observations made, and maintenance, repairs, or corrective
actions taken. The Permittee shall maintain this inspection log for a period of five years from the date
of the inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T
.0608(e), 02T .0608(f)]
3. Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the wastewater treatment and irrigation facilities permitted herein
at any reasonable time for determining compliance with this permit. Division authorized
representatives may inspect or copy records maintained under the terms and conditions of this permit,
and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(0)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [ 15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [15A NCAC 02T .01050)]
WQ0040707 Version 1.0 Shell Version 181105 Page 6 of 8

8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
9. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.613, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or, order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 201 day of August 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-A;hida Culpepper, Director
U Division of Water Resources
By Authority of the Environmental Manage t Commission
Permit Number WQ0040707
WQ0040707 Version 1.0 Shell Version 181105 Page 7 of 8

Permit No. WQ0040707
Nikolay M. Boikov and Natalya A. Boikova
461 Union Rd. SFR
❑ Partial ❑ Final
Single -Family Residence Wastewater Irrigation System
August 20, 2019
Union County
ENGINEERING CERTIFICATION
1, as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02T, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0040707 Version 1.0 Shell Version 181105
Page 8 of 8

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
DWR
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
FORM: SFRWWIS O&M 08-13
Division of Water Resources
Permit No.
Property owner(s) as appearing on the recorded deed: _
Mailing address: - 1020 Yellow Bee Rd.; Indian Trail, NC. 28079
Facility address: 461 Union Road, Matthews, NC. 28104
County: . uN l o N_
NIKOLAY 8 NATALYA BOIKOVA
Irrigation Method: ❑ SPRAY ® DRIP Non-D ' tscnarge
Urnt
t / We agree to operate and maintain the single-family residence wastewater treatment and irrigation systenfW19M
1. The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually. NIA
d. ❑ The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR N/A
© The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection.
e. All pump and alarm systems shall be inspected monthly.
f. The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A NCAC 02T
.0105(e)(3).
3. The Permittee's failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
All owners appearing on the le_all% recorded propertN deed shall sign this Operation & Maintenance Agreement
I / We understand the above� requirements and agree to these terms as part of the issued permit.
Owner Signature: 0 i Ct?v- _ -_-_ Date: 2, f5 1 9
Owner Signature: b!�LL, �3,� _ _ Date: ��._�� •��
FORM: SFRWWIS O&M 08-13 Page 1 of 1

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
WATER QUALITY REGIONAL OPERATIONS SECTION
Division of Water Resources NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
March 14, 2019
RECEIVEDINCDENRIDWR
To: MAR 18 ?911�
From: Ashley Kabat, Water Quality Permitting Section - Non -Discharge Branch WQROS
MOORESVILLE REGIONAL OFFICE
Permit Number: WQ00Y0%C77 Permit Type: Single -Family Residence Wastewater Irrigation
Applicant: Nikolay M. Boikov and Natalya A. Boikova
Owner Type: Individual
Facility Name: 461 Union Rd. SFR
Signature Authority: Nikolay M. Boikov and Natalya A. Boikova
Address: 1020 Yellow Bee Rd., Indian Trail, NC 28079
Fee Category: Single -Family Residence Wastewater Irrigiaton
VtComments/Other Information: lone erspy
Project Type: New Project
Owner in BIMS? No
Facility in BIMS? No
Title: Owners
County: Union
Fee Amount: $60 - New Project
Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within 45 calendar days, please take the following actions:
N Return this form completed. N Return a completed staff report.
❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer: 2� :I -
Date:
FORM: WQROSNDARR 09-15 Page 1 of 1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
March 14, 2019
NIKOLAY M. BOIKOV AND NATALYA A. BOIKOVA
1020 YELLOW BEE RD.
INDIAN TRAIL, NORTH CAROLINA 28079
Dear Applicants:
RECEIVEDINCDENR/DWR
MAR 18 7i114
WQROS
MOORESVILLE REGIONAL OFFICE
Subject: Acknowledgement of
Application No. WQ0040707
461 Union Rd. SFR
Single -Family Residence
Wastewater Irrigation System
Union County
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on March 13, 2019. Your application package has been assigned the
number listed above, and the primary reviewer is Ashley Kabat.
Central and Mooresville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum efficiency
in processing permit applications, the Division of Water Resources requests your assistance in providing a
timely and complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Ashley Kabat at [phone] or [e-mail].
cc:
Permit File WQ0040707
Sincerely, j
Nathaniel D. Thornburg, Supervisor
Division of Water Resources
D_E
NORT CAROUNA Q
Dn.n-cadna-WOudni\ /
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

0
r
SURVEY BY:
GUISEWHITE PROFESSIONAL
LAND SURVEYING, PC.
GPLS^� Wme
Survey Notes
1. UNION COUNTY; TAX PARCEL ODB-312-003-E
2. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT.
3. DEED REFJ7115/449;
4. ALL DISTANCES ARE HORIZONTAL DISTANCES UNLESS OTHERWISE NOTED.
5. AREA BY THE COORDINATE METHOD.
6. PROPERTY SUBJECT TO ANY VALID 8 ENFORCEABLE EASEMENTS, RESTRICTIONS k
RIGHTS OF WAY OF RECORD. THIS PROPERTY CONTAINS PHYSICAL FEATURES THAT
SUGGEST ADDITIONAL EASEMENTS OR RIGHTS -OF -WAY EXIST WITHIN THE BOUNDARIES
SHOWN HERIN. THE UNDERSIGNED IS HEREBY DISCLOSING THAT HAVING PERFORMED THIS
SURVEY VATHOUT A THOROUGH TOTLE REPORT THAT THESE ITEMS ARE UNABLE TO BE
VERIFIED.
7. SUBJECT PROPERTY _IS NOT LOCATED IN A SPECIAL ROOD HAZARD ZONE AS
DETERMINED BY ROOD INSURANCE RATE MAP NO. MD5511DOL
8. THERE ARE NO ENCROACHMENTS OR PROJECTIONS EXCEPT AS SHOWN.
9. WATERSHED TOPO ACWIRED FROM USGS, NC.DOT. ✓t GIS DATA AND TRANSFERRED
TO PLANS
10. POTABLE WATER IS SUPPLIED BY A PUBLIC WATER MAIN IN UNION ROAD.
11. N/F NA(OIAY BOIKOVA A NATALYA BOIKOVA.
12 TOTAL SURVEYED AREA: 4.621 ac.
13. AREA IN UNION ROAD R/W: 0.566 oc.
14. NET AREA: 4.055 ac.
II
u
HO
SIiE
�5
F
VICINITY MAP — 'nts
1:
LEGEND OF SHEETS
SYMBOL LEGEND
LINE LEGEND
® REBAR FOUND (RBF)
PROPERTY BOUNDARY
OUNDARY
BBOUDARY (NOT
1.
OVERALL SITE PLAN
0 IRON PIPE FOUND (IPF)
O MONUMENT FOUND (MF)
- —1A-- PROPERTY TIE LNERONLLY
— — - — — • — RIGHT OF WAY LINE
2.
SITE PLAN WITH SOILS R!
0 CALCULATED
ROL PANT (CP)
OVERHEAD UTILITY LINES
3.
TREATMENT PLAN WITH CALCULATIONS
OUY "RE
AREA SOILS LEGEND
4.
SURFACE DRIP DISPOSAL PLAN
Toe (STE) TATUM GRAVELLY SILT LOAM 2% TO aX SLOPES
amB CHANNERY SILT LOAM 1% TO 5% SLOPES
5.
DETAIL SHEET
T.8 TATUM URBAN COUPLES 2% TO BS SLOPES
EW UCTOR TO FIELD WRFT ALL fJdSINR
UILITES, LDUTOI6 AIDELEYArm
LITUM BEW" CORSTAKTNL ANY
UMPANFS FM SN1IL HEREPIRTED
(3) DAYS BEFORE DIGGING IN
NORTH CAROLINA CALL:
1.800.632.4949
NORTH CAROLINA 1 CALL CENTER
MAR 18 2019
WQROS
K40ORESVILLE REGIONAL dFF
\I-4_M
..���.
LASH
ENGINEERING
lannar
� =N_
28105
R��E�vEn
Pha e:704/847-3031
"11: mlkalfehohg;Ih Hng,com
Llcdnee iC-2433
MAR 1 3 2019
ulI ..���'
Non-Discharge
o\1N
Permitting Unit=
.. 14265
•`•
SYSTEM NOTES.
„'�El; Yl,,,,,,
1. NORNEGO TREATMENT SYSTEM HAS A CONTROLLED DEMONSTRATION WASTEWATER
PROJECT
SYSTEM APPROVAL FOR THIS URT: CDWS-20D7-01-Rl. A COPY IS INCLUDED
EN�NEER:
IN THE SUBMITTAL PACKAGE.
2 AN ELECTRICAL LINE (115V Single Phase) NEEDS TO BE PROVIDED
MICHAEL LASH, P.E.
FROM THE HOUSE BREAKER THAT COMES OFF A DEDICATED 20 amp
ssr
CIRCUIT. TENS LINE NEEDS TO BE EXTENDED TO THE LOCATION OF THE
CONTROL PANELTHE OWNER IS RESPONSIBLE FOR THIS ELECTRICAL
auuiiwseaexiN�.
EXIENSION.THE WASTEWATER CONTRACTOR WILL BE RESPONSIBLE FOR
caasoxierlo. TxLm
RUNNING THE ELECTRICAL SYSTEMS THROUGH THE CONTROL PANELS
AND THE WASTEWATER IMPROVEMENTS.
3. PROPERTY LAYOUT WAS PROVIDED BY OWNER/OWNER'S
CLIENT:
REPRESENTATIVE.
4. THIS PLAN IS TO SHOW THE LOCATION AND DESIGN OF THE
Nikolay & Nata ya BOIKOVO
WASTEWATER SYSTEM AND DRIP FIELD ONLY. FOR ALL OTHER
1020 YeNbw BOB Road
IMPROVEMENTS, CONSULT THE ARCHITECT OR OWNER.
S. PROPOSED SYSTEM: PRETREAT AND DRIP TUBING WITH TS-II
kxbmTrCILN.C.
PRETREATMENT.
29M
6. ALL ELECTRICAL SYSTEMS NEED TO BE 115V/23DV SINGLE PHASE.
CONSTRUCTION NOTES
1. THE STE IS EASILY ACCESSIBLE FOR UNLOADING h EXCAVATING EQUIPMENT. THE
PROPOSED CONTOURS HAVE BEEN DESIGNED TO SHED WATER OFF ! AWAY FROM UNITS
THE TANKS CAN BE INSTALLED USING AN EXCAVATOR THE TUBING CAN BE INSTALLED
BY HAND OR BY TRENOER
2 ALL MORWECO SYSRLS SHALL BE INSTALLED ACCORDING TO DIRECTIONS PROVIDED
Pha (704)B'7SBB54
N THE 'INSTALLATION MANUAL' AD INSTRUCTIONS FOUND ON THESE PLANS ALL
PROJECT:
SYSTEMS AND COMPONENTS DT OF AMERICAN O19TE SHALL BE INSTALLED N
ACCORDANCE NTH ALL APPLICABLE REGULATORS AND MANUFACTURERS NSTRUCTIO &
3 ALL COMPANIES INSTALLING NORWECO SYMEMS SHALL BE IN POSSESSION OF ALL
oc�,�.FN��
Wadelwcdw F.•.r
NECESSARY PERMITS AND LICENSES SWORE ATTEMPTING ANY PORTION OF THE
BOK(YVA
4. ALLLCONS
A. ALL CONATRUCIKIN SHALL BE N ACCORDANCE NTH MANUFACTURERS
461 LROON ROAD
RECOMMENDATIONS. BY MANUFACTURERS REPREgHTAM OR TIER APPROVED
MATTHEWS, NC 2B104
RE'IESIEN TIVF.
Urw_ OATwWR
5. SITE IS TO BE pEAfED ACCORDING TO CLEARING NOTE ON SAE 3 (SHALLOW
Pin 408-314-003E
INSTALLATION). DISPOSAL CONTRACTOR IS NOT TO DESTABILIZE EXISTING SLOPE.
S. TFIEIE ARE NO WELLS TD BE ABANDONED. THE EXISTING Will, AS 910NN ON
DSOWFK*k
PLAN, IS TD REMAIN.
SURFACE DRIP —WASTEWATER
Not`
1. Cahtroctor to held Dry U— sa Coht— ehkh may my from that ehmm on plan.
TREATMENT SYSTEM
2 Comeysooe Ikw (5,40y Ihas / Re— ihe) to Ee heaphe heaped Octrod dapth. NI
p.t— of cmvgmw Ih® belw host to W OMoe the .1—t- of a tap food
OVERALL SITE and
the
W6mex bg mRaldo it that the aomeymae Ries remote ILA at Pump shut off. Deeps
GENERAL LOCATION PLAN
netd. ion of a .Y— may be mom my or remote mme r m may be
SlliR15: YR 3U1V** W' DESIGN!
mplked
SUBMR®TY}. CLIENT
Slow: I'-2017
200 0 200 400 600
DoW: W4=19
Scale 1" = 200'
STEEL NO.
1 of 5

IF
NOTE.-
1. ALL PIPE TO BE SCH.40 PVC. (GLUED JOINTS)
2. ALL PIPE TO HAVE WATERTIGHT CONNECTIONS.
3. SECTION OF PIPE FROM CREEK TO ULTRA -VIOLET LIGHT MUST BE
CAPABLE OF WITHSTANDING 80 PSI PRESSURE
4. OUTFALL LOCATION IS TO BE FIELD LOCATED TO AVOID ROCK,
TREES, ETC. CHOOSE LOCATION FOR EASY INSTALLATION,
MAINTENANCE AND ACCESS.
5. INSTALL TANKS WITH A 4' CLEAR SPACE BETWEEN TANKS AND
15' HOUSE FOUNDATION.
6. TRY TO AVOID PLANTING TREES WITHIN 30' OF TANKS OR PIPING
OF WASTEWATER SYSTEM.
7. GRADES AROUND UNITS SHOULD DRAIN STORMWATER AWAY FROM
THE TANKS.
I SA NCAC 02T.0506 SETBACKS
(a) The mbooks for TS I "oil- elfin ehall be cue follows
Ddp
Any hb rde". u ace plof public _bly under yarale a.neMp
Peet)M
not the probed she
t to si cce or Plo ® port Public
residence u plots of peak .seemay owned by the pennnlce
• My habitable be
f00
to r
mohnoned as put the project elte
5
to
MY private a public rate supply eaurre
supply
100
Surface rates (strewn, — nt—inert and p—Mul (ws-1), pe eonid
-terb.bee and wetlon b)
100
Groundwoter bwetng did— (.here the bottom of the ditch W-1. the SHIFT)
100
surface w e d—iPn, (ephend" ebeuns, wate.ap, dnand)
• My wd .1th exdeption of monitoring "1'
1y525
00
• Any property Ins
Top of elope m of ebdnen0 kmu cuts of t.o feet cur in verticd hmght
50
50
75
Any-b Jr ham o deepoem sd e).l
Agounchnaw Iowwng drOin ge yet-.
10
15
My heimming Pod
• Public right of way
15
50
N'nri6conon field
10
• My binding foundation or basement
5
• Setbacks for this It. arld ore shown.
SETBACK REQUIREMENTS:
DESCRIPTION REQUIRED PROVIDED
1. New Water Well: 100 fL 100 fL+
2. Foundation: 15 ft. 15 fL+
A There are no storrnwater ditches within 50'
of Wastewater system. House and system are
located on a ridge so that drainage naturally
is shed away from wastewater system and
house.
SOILS INFORMATION:
DESCRIPTION
SfB - Sedgefield Sandy Loam
VCD - Vance Sandy Loam
Classifications are provided from Soils by US
Dept.of Agriculture.
Sol Pits & Boring information provided by
Thompson Environmental Consulting
Area #1
Ksat# KSAT(in./hr)
K1
0.014
K2
0.015
K3
0.017
K4
0.013
K5
0.026
K6
Geometric
0.078
Man=0 01
�St.nga.e
'o d
19' Minimum wara (Dyer Hogwire
Moq—wire) Foetened On e'
.or¢ Front View cent— Side View
x N ww.a r• s .inn° -y p—
S N w►.M b M titlM fwu (RerctW 6r°oy
Disposal Field Restricted Access Fence
Other Fence Types can be considered.
Submit Fence Cut -Sheets for Approval
by Engineer and Owner.
\ \ PATRICK & VSA'OBRIEN \ \ 3 \ \ \
PIN. /•OB=3PG 012-A
PG
DB 6074 062 1
8�i \ ' l TRACT 1. PB G PG 68
rT / J
RAW pT I \
PATRICK & LISA IOBRIEN 1 _
\ \ i \ \ 1 \ \ \ \ ■ \ + PIN'1312-0I2-B \\ Q{/ \ \ '•\ \ \ `71 `\; f'' 1RACll A0801`G PG 68
) i / MI&S PROP"ER71F C
PIN / 08-3i2-012\
i D�B61AZ PG 322
"TRrt^y+'o. PO G PG 66 �1 1
AO \ \ \\ I \\p gyp? "S''TiM1ti511 /
\\ \ \\\ \\ / k/ •\ i'' \\ / _ \ 6�' �\ \ \\ !A �'61��P / �� yes
HOOVER DORION \ a / SRO\' ' / / h \ a/ i i \ �� O G�Qf
1 Pill/ 08-312-003.F / `{i ' i / ,l►/ I \ p \ .
t bB1011PG653
PAND
�MR
71
Pill # 06
I� •y1 1 / \ �$. \\ DB 1822 �p5tA
PB
av xa¢ t1 \ •' ' / / / / \ \ . \ \ \ Lot 56,
/ I
i/ / / -%� �/ / w \B�, �awlawrww'rx . \y 1 /J ■ °�'-4-- .
GARt-
VA
Ilk A
930,
PROPOSED I I it FDKEii 567.02' '_ lull' RJACKDO,
IR06"3PG 2g6
I i 5 g1�2'0? �' ti _, 1 pa 50 A pr 1510,
VD, 55,pe
34
A\l
1'...-
NAVA INC i / 1 J RNDN
W I i i // PIN /08-312-ooy-c\ANDERUDEZ
/ SARAH MEADOWS \\ I ~ / / DB 7111 PG 1D'/ / \ \ \ gER►1. _
/ PI 0-312 03 I DB 8 \\�-B-/ Jf / PB E PC 7r2 1 \ PW11 g PG 7A`
/ � I I`--/'/ // / /' //PG
110
/ / //
40 0 40 80 120
Scale 1" = 40'
VICINITY MAP - nts

AMERICAN
PUMP TANK/ DRIP SYSTEM
CONTROL PANEL
UDS TO BE 3" to 6" ABOVE
GRADE. GRADE GROUND TO
NOTE:
NORNECO
PRE-TREATMENT
SLOPE AWAY FROM UNITS.
14Pvc
CONTROL PANEL
M
LINE FROM HYDRAULIC UNIT
UUC
HYDRAULIC UNIT
TO TANK PORTION
BOTTOM
OFPME_
PRE—TREAT.
L� 6 lD Roe
EL 228
HOUSE GROUND FLOOR
ELEV.=627.50
By GRAVITY
(2X mvl.)
32^
32"
ti�
6
62j
03Z
RISERS
(typical)
MIN.
MIN. HYDRAULIC UNIT
_
626
as
Min. 1%ID gape
p f
scR40 pvc LINE
L
0
0
D
c
PUMP TANK
SUPPLY TO HEADWORKS UNIT
19,1
0
ce.n.dd m vrr
M.,esm.d.e ,wh.a u,a.
rx.,e.s AYeaen Dasher
Singular Green Bio—Kinetic BioFilm Reactor
Unit
SECTION VIEW
NORWECO CONTROL PANEL
Singular Green Bio—Kinetic
Unit
Bio—Film Reactor
Der
MFW
TY 4•GMVr
5[i scnax Mt7/
PROPOSED NORWECO 500 gpd
WASTEWATER UNIT
CONTROL
PANEL
1 "CONDUIT
1"CONDUIT—�
1'CONDUI7—�
NOTE:
14, Sd,.40 PVC RETURN
LINE FROM HYNWUC UNIT
— —
CONTROL
F�
To SEPTIC TANK PORTION
OF PRE —TREAT.
PANEL
SCHEMATIC LAYOUT PLAN (NTS)
1. UV Light needs to be mounted in the vertical p
UV Ught access is from the top so provision for e
removal needs to be occommodated from the Lid.
2. The light is to be monitored by the Control Pon
Should a failure occur the Control Panel Is to cut
power to the unit, dbpoch o signal for immediate
maintenance, and Wm off the effWerlt pump for
discharging to the disposal site. No untreated efflu
to be discharged
3. UV Light is to be located on the discharge side
Kinetic Unit. Install UV Light with 10" Cost iron Bl
top) with Concrete Collor.
Service Pro 311 Control Panel
115 VAC Q 15 empe:
Shoe PI—Senplep Ceps Stsfftw
Penal—m eras"VW PUeee ulp In wemreM
• NEMA 4X enapeum
. Car,bd ern cam iw power ens replacement 41Ekalors
• HOA Iddis eon Mama arxl Wy run etllce n
. E7TM display Doers anoew syaMm InmmMeon any nu
ETM.ae � aouhmr laaralpm
NOTE:
TANKS TO BE SET ON
A 6' STONE BED.
Elevations are based on referenced survey. During installation elevations must be �/�; \\ /e b
checked to verify that system will function as designed. There must be at least 1% i gravity fall from House Sewer main to Tank inlet. The off float in the pump tank / \
should not exceed 8' vertical elevation from base of Hydraulic Unit. Float elevations / \
are dimensioned from the bottom of tank. / \
\
ULTRAVIOLET LIGHT / \
I \
\
FTFtaen l f auvin \
payp Gravity fed /
I- through UV
Light
3,000gal. PUMP TANK
_ _1'ELFCRtlCAL COtAUIi_ o =
1 1VW PPE
1'RETURN LINE
ZONE /
ZONE e2
j HYDRAULIC ZONE jS
UNIT
Model 1500 UV Package
PROPOSED USE: 1
NEW SINGLE—FAMILY HOUSE
Proposed: 3 bedrooms
REQUIRED FLOW CALCULATIONS: 2
1 — 3 BEDROOM HOUSE
0 120 gpd/bdm = 360 gpd.
TOTAL FLOW FOR SYSTEM = 360 gpd.
LENGTH OF RUN CALCULATIONS: 3
360 gals 365 days 12 in. 1 cf. I yr. = 11,634 sf.
day yr. fL 7.48 gals 18.1Z in.
11,634 sf.A50'/12") = 2,793 ft. Required Tubing
2,793 ft/155' = 18.0 or 18 runs
Each Run = 155 fLavg.
Total of 3 Zones with 3 to 5 Laterals per zone & 2
Runs per Lateral.
FLUSH CYCLE 4
INITIALLY SET SYSTEM TO FLUSH AT
EVERY 10 CYCLES PER ZONE.
MINIMUM PUMP RATE = 10 gpm.
for 3 mins.
SEE SHEET 4 OF 5
ZONE 1 HIGHEST CONSTRUCTION SEQUENCE II
(Id lnatdlalie^ a eockm of I..)
EL 631 1. TANK TO BE INSTALLED 6'THICK PEA STONE BED. USE A
DEWATERING PIT (IF REWIRED) II
2. USE NATIVE MATERIAL FOR BACKFILL WITH NO ORGANICS,
PROPERLY PLACED AND COMPACTED. KEEP EXCAVATION 116
FREE OF WATER AT ALL TIMES.
ZONE 1 3. INSTALL FILL IN 6'UFTS, MATERIAL MUST BE ABLE TO
FILL-IN BETWEEN RIBS OF TANK, Flu. ON SIDES FIRST, THEN SITE
THE BULKHEADS.
4. USE A HAND TAMPER TO ACHIEVE SIDEWALL COMPACTION
THROUGH THE COMPACTED BACKFILL
5. SIDEWALL COMPRESSION IS ESSENTIAL FOR SIDEWALL 110 4,yh
RESTRAINT. �Ps�
6. BACKFILL BETWEEN RISERS FIRST. COMPLETE BACKnLUNG,
GRADE DRAINAGE AWAY FROM TANK.
NOTE: VI(NY6YY�frS `
1. ALL TANKAGE AND CONTROL PANELS SHALL BE SECURED
RETURN WITH LOCKS
2. KEYS SHALL BE SECURED WITH OWNER AND SERVICE
Y LINES TO ZONES REPRESENTATIVE.
/ UNIT
\ / TRA-VIOLET UG147 ,
TANK \
\ a LM REACTOR
LAR GREEN \
CUNn� \,
o
E E a o
O �\
O 41 LINE
IERAL
\\ S0 ✓/
Qtie 3
Of1e '
I i
t „f
1
\992' 930'
110'
\ !120 0 20 40 60
I
Scale f" = 20'
! S
FLOW CALCULATIONS: perZONE 5
DOSING FLOW CALCULATION PER ZONE:
NUMBER OF EMITTERS = DRIPPER LINE LENGTH / 2' R TTER SPACING
- 930'/2 - 465 EMITTERS
ABSORPTION FIELD DOSING RATE IN gph = NUMBER OF EMITTERS X 0.61
= 465 X 0.61 - 284 gph
ABSORPTION FIELD DOSING RATE IN ph = gPh / 60 min*
=
FLUSHING FLOW CALCULATION: 284/60=4.7 pm
FLUSHING FLOW = NO. OF LATERALS PER ZONE X 1.6
=3 X 1.6=4.8 pm
TOTAL FLOW = RUSHING ROW + DOSING ROW
=4.7+4.8=9.5 pm
1 Zone dosing: 60.4 gal/cycle, 3.6 total average cycles per day,
6.0 total peak cycles per day. Pump will run for -675.4 seconds
per cycle. Pump will rest for 403 min in average mode and 241.8 min*
in peak mode. Average mode shall be 216 GPD. Peak mode shall be
360 GPD.
5 DAY STORAGE REQUIREMENT 6
PEAK ROW = 360 gpd
STORAGE = 5 X 360= 1,800 gals.
PUMP TANK = 43.95 g/il.
REO'D STORAGE = 1,800/43.95 = 40.96".
PROVIDED STORAGE FROM Inlet Dev TO Pump ON =
622.90-611190 = 46.0"
4&0" a 43.95 g/n =Z110g
ZIl Og > 1,800g => therefore: 'OK'

Ir
Is
CONIRACIOR To ITS:
ROUND EErt RIM
mr.a
wrvo.mrkrar�wcr
MODEL: MS3500 PUMP TANK
.a®..e w.nlracTkmn
NOK T VSiC vro asrAr rave Yxrc
nArwsnxrwneancn¢.
a
rAxaaNmao
wpv..q.ewmn
•..'•mica.
.Ncveww,ar:.rala
. uoun �,rn..amaruva
Pw rravnve
- Thon.patre eeiw C+np
Kr-mrarw
- Amer
�m-amr
-umr
euorw�rsvco
.1 h was svuwr kxwrwova N vowre
O
wa'nwuw d, O
r_ _ _)
waJ _
O
pkm� >PI�
16
F----------
.. r'"�e� nwrorrz x awwaus nxwra I a
we � Al vAsr we car wwc I w.kx
'' � rwwnm Awnrn no">om ura �v"w I ro � m hoc
rmr°�i cMO1ha � � I
T1TLE1
T E2 (OUTDOOR) .� L _ _
TnLE3 - - - - -
f1T1E4 FREEZE -RAIN SENSOR
JUNCTION BOX
(BY OTHERS)
LIMIT OF EXCAVATION ZONE SUPPLY PIPE MUST BE SLEEVED
PUMP TANK- SHOAF SCH 80 UNION
FOit PUMP/SEPTIC TANK FROM PUMP TANK TO UNDISTURBED
FLOAT BAR
TANK MANUFACTURER
EL628.0 EARTH WITH 4" SCH 40 PVC AS SHOWN.
3,033 PROVIDED 43,95 CHECK VALVE
_ BOTH ENOS OF 4" PIPE SHOULD BE
W DIA PIPE. BE SEALED.
GALLON TANK GALS/INCH + 41 y J
3- v 30' MAXIMUM DISTANCE
�1'�IJf
iv:q 1'�I_IL-
4" PVC SCH 40 SLEEVE
TO CENTRAL UNIT WATERTIGHT SEAL
4"INLET
EL622.90 FLOW C AR ATTACHED
TO PIMP TANK RISER
SCH40 -h_n, = ,
yt
PVC GATEI\UNDIS RBEIF
VALVE EARTH
INSIDE DIMENSION >f
TIGHTWATER 11_11.11-11=P
1I11.11.9= NOTE:
77" 144'
SEAL 1:\1=112 5 NO WEEP HOLE IN PUMP DISCHARGE.
er-oa'r^ie-
1-6.11_IP
1=11_11-1`
64" ns-wr ar _
1=Nd1c'
618.90
"I. PEAK ENABLE FLOAT HAS A DELAY TIMER SUCH
F11= .11=
PUMP W
FLOW COLLAR=11_Il= .P THAT IF THE FLOAT HAS NOT "SHUT OFF" IN A
INVERT
,1\;\1_11: =' CERTAIN PERIOD OF TIME THEN THE ALARM
3" 617.57
-Ih11�11 =\h ' SOUNDS OFF. DELAY TIME IS TYPICALLY SET AT
EL
11=1111-11.111 REST TIME SO THAT IF PROBLEM IS NOT SOLVED
1=11=11�1h11=11� WITHIN A DOSE CYCLE THEN THE ALARM IS
DRIP PUMP TANK
DETAIL
Tour=ndld1;11611=" SOUNDED.
`"=11<11="" 2 FLOAT ELEVATIONS SHOWN ARE FOR IN] AL
MODEL: MS3000 PUMP
TANK
SETTING. SERVICE REP SHALL ADJUST ELEVATIONS
(non) TORT CONDITIONS.
NTS
Dosing
155ft for Pressure
Regulating Vdw 160
Calculations 150
140
;
Tank
I
Pump
:
..-
Curve
... .... ......
15 GPM O 125FT 170
BACKWASH TDH Z120
' !
... '.'
r.•..
..l.i
o`
a
.,.....
(PUTUR815112W OR a) 110 ...
PUTUR815122W) �1OQ
tR
92.3' TDH 80 o,x ..........:
= 60
50
:......!.......
' :_1..
- -
- - -
- -
6
40
30
20
To
+
PROPOSED SYSTEM-"0 z
e(1220
zA
32
Ao
28
36
44
a
Per
Minute
4.7
gpm
9.5
gpm
VARIES
Aet RELEASE VALVEE
CHECK VALW-
Elev.
631.0
42't
Elev.
So•or. 30.0
10NE I SUPPLY ZONE #1 FOR: Z152 DRIP LAYOUT T1P10AL
RETURN
An RELEASE VALVE
CHECK VALVE
CHECK v
VARIES
Elev.
630.0
33't
Elev.
so•«. 7
629.0
zCHE T SUPPLY ZONE #2 FOR: Z142 DRIP LAYOUT T`rPICAL
T
RETURN
Ann RELEASE VALVE
CHECK VALVES
VARIES
ENE& v
Elev.
629.0
24't
EIev.
ZONE 1 SUPPLY
So'^r T28.2
ZONE #3 FOR: Z132 DRIP LAYOUT TYP1CAL
RETURN
T
HEADLOSS CALCULATIONS: 7
Length of Longest Lateral = 310'
Dose Flow = 4.7 gpm; Flu&V Flow = 4.8 gpm
Total Flow = 9.5 gpm
Required Safety Facto = 23.1'
Headloss through unit = 8.0'
Elevation Change =5.5' (Pump ON to Highest Grade) 5.5'
170' for 1" Supply k 1' Re'.um Line 5.1'070/100' = 8.7'
Heodoss through laterals = 37'
Minor Losses (use 10') = To'
Total Headlosses = 92.3'
PRESSURE REGULATING CALCULATIONS: 8
Length of Longest Lateral = 310'
Dose Flow = 4.7 gpm
Headloss through unit = 4.0'
Elevation Change = 5.5' (Pump ON to Upper GRADE) 5.5'
1' Supply k 1' Return Lime (22'/100') = 3.1
Total Headlosses => 170/1DD(2.2)= 13.2'
From Curve=> flow O 4.9 => 155'-13.2'= 141.7'/231=61.4psl.
61.4 psi < 65 psi so no Pr. sure Regulating Valve is Required
o Provided.
DRIP REUY 3 ZONES; 3 or 5 LATERALS per ZONE. 2 RUNS/LAT.
ZONE 1 Z152 Toted Length Req'd: 930' Toted Length Prodded: 881'
LATERAL /1 LATERAL 12 LATERAL f3 LATERALµ LATERAL 15
Run 11 73' Run 11 93' Run ft 92' Run P 94' Run n 94'
Run 12 78' Run 12 87' Run 12 92' Run 12 94' Run 12 94'
Total Lateral Total Lot" Told Lateral Total Lateral Toted Loleral
= 151, - 170' = 184' = 188' = 188'
ZONE 2 Z142 Total Length Ranj d: 930' Told Length Provided: 992'
LATERAL fl LATERAL f2 LATERAL l3 LATERAL µ
Run /1 113' Run #I 117' Run 11 131' Run /1 135'
Run #2 113' Run #2 117' Run f2 131' Run f2 135'
Toted Lateral Total Lateral Total Laterd Total Lateral
= 226' - 234' = 262' = 270'
ZONE 3 Z132 Told Length Req,t 930'
Told Length Provided: 930'
LATERAL /1
LATERAL /2
LATERAL {3
Run n 155'
Run /1 155'
Run 11 155'
Run f2 155'
Run 12 155'
Run #2 155'
Toted Lateral
Told Lateral
Told Laterd
= 310'
= 310'
= 310'
Total Length of Drip the (Requked) = 2,793'
Total Length of Drip Line (Provided) = ZwS
AN Lateral Lengths are within the Monufactures' Reeor mendation of +20X
WASTEWATER SYSTEM DRAW LEGEND
A = 4' Wostevata Pipe from House.
8 = 9NGULAR GREEN 810 KINETIC UNIT
C = 00-FU REACTOR
D = MODEL. 1500 UV PACKAGE
E = 3.500 gel. Precast Pump Tank with Rinser.
F = NORWECO Control Pond Operates Pretreat Unit
G = AYERICAN Central Pallid operates (Pump Tank, Hydraulic Unit & Disposd
Voves). The Hydraulic Unit has a 24v field flush valve, 24v backwash vow,
and a remote 24Y zone vow that the Control Panel will manage. Install
Central Panel next to Hanes
H = Drip system Headwofb Unit with insulated vow box enclosure.
I = tyv' PVC Bockwas h Gravity Line ham Heodworks Unit to Septic Tank
J = 1• PVC Return Line from pip System Return Manifold to Headworks Unit.
K = V PVC Supply Line from Drip Heodwala to Supply MonHdd.
L = Drip System Supply Manifold with Ai -Release Valve & owan-out
M =pip System Return Manifold with Ai -Release Vdw, Clearn-oul and Check
Valve.
N - Drip tubng Installed at grade, 50 Inches on center between rows
0 - Black Skh.40 Flex hose and fdtiags
P = %' Schedule 40 PVC Supply h Return Ines to each Lateral.
O = I%' Supply line from Drip System Pump to Headworks Unit.
4'wide
Lockable
/�W
Gate
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20 0 20 40 60
Scale 1" = 20'
VN7NRVAW-nits

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W
COLD WEATHER INSTALLATION NOTES (Check all that apply)
Minimum construction techniques fa all American 'Pert -Rite Drip systems in cold weather dinates
'Top feed manifolds should be used an all sites with a discamble slope to allow for proper drainage of the manifolds and the 3/4' and 1/2'
lateral connectors into the drip tubing.
The main supply and return lines shall be installed below the host line Mand shall feed the shallow 'top feed' manifolds with a single vertical
section of insulated sell 40 PVC pipe. Insulation shall be minimum 1/2' thick foam insulation (o muivdmt).
On But sites where 'top feed' manifolds will not drain therefore requiring the use of side feed me hifuds, 12' .- is recommended bell -
highest point of 1/2' black fexble PVC pipe (non loop connections) and final grade. On trip tubing installations less than 12' this would require
additional cover over the header ditch arm to create the 12' separation. Any additional cover is it to be graded and tooled into landscape.
Please see note an loop cannections below.
Dense vegetation turf cover to be established over supply branch, return trench and tubing prior to 1st exposure to cold weather. It vegetation
cannot be established, than trenches and tubing to be covered with a thick lover, (minimum 6') of mulch, straw/hay, etc until soon turf cover is
established. Cover must be stabilized and maintained until dmw vegetative turf is established Amount of cover may need to be adjusted to
account far settling.
All Mn boxes that house 'remote zme Valves' shall be insulated by contracts. Insulation to consist of either due bmrd bogged Styofcom
P,
m equivalent. If fiberglass insulation is used It must be sealed to prevent it from becoming saturated. The 'remote Mires' shall be
Placed on a bed of gravel m screenings (4'-6'). Positive grade away tram Mve boxes is encouraged to reduce the volume of groundwater that
may collect in wave box. Certain sites may require positive drains to daylight
Ali loops connecting alp runs with 1/2' flexible PVC shall be slightly elevated (minimum 1'-2') so that they drain into the trip tubing after the
Pump shuts off. It is contractors responsibility to ensure these loops stay elevated during and after the loops ere backflled.
All man supply and return franchise to be installed below the local frost line K this is not possible due to site restrictions than adequate suit
must be added over the tap of the trenches m that the effective depth remains below the host line after settling occurs. The added mils must
be prepared far turf cow and stabilized. If Vegetation cannot be established then trenches we to be covered with an odditiond layer (minimum
6') of mulch, strow/my, etc. until such turf cover is established.
Sufficient ground cover around the hydraulic unit is required to ululate the unit. All pipes entering and leaving the hydroul'Ic unit shall elbow
vertically down 90 degrees to a depth below the trust line prior to extending away from the unit horizontally. Additional insulation inside the
hydraulic unit is encouraged. Insulation to consist of either blue bard, bagged Styofmm peanuts or equivalent. If fiberglass insulation is used it
must be sealed to prevent it train becoming saturated.
All conduit entering into the control panel shall be sealed to prevent condmmtion inside the panel,
Established Vegetation height shall be minimum 4'-6' throughout winter months.
Air release wins shall be placed below the ground surface inside a win box but at an elevation above the highest drip line in that particular
'
me.
GENERAL CONSTRUCTION NOTES
AMERICAN MANUFACTIXtNG 'Part:-Ritae Drip
1. Al installation and construction techniques shall conform to stale and county codes pertaining to an site sewage systems and the permit fm this site
2 The installation of this system shall be In occardance with spmifications and procedures as supplied by the Manufacturer of the equipment
3. The drip tubing shall be installed using a vbmtmy plow, trencher, or by hand
4. NI tubing to be installed dong canton.
5. All PVC pipe and fittings shall be PVC SCH 40 Type 1 rated fa pressure application All gued johns shall be cleared and pruned with purple (dyed) PVC
primer prim to being glued.
6. All cutting of PVC pipe, flexible PVC and tripper tubing of size 1 1/2' a smaller shall be accomplished with pipe cutters approved by American
Monufacturng Company, Inc. No sowing of PVC, flexible PVC or dripper tubing of size 1 1/2' m smaller allowed
7. All PVC pipe, flexible PVC and dripper tubing in the work arm Moll how the ends covered with duct tape to prevant construction debris from entering the
pipe. Prier to going, all joints Mall be nspecled fa w and deed of my construction debris.
6 All autatic naMires (zone valves & field flush return Valves) shall be installed with violation Mns, bypass Mve% and disconnects (Le. unions, flonges) far
manual field operation during field maintenance events All Vans must be provided with at -grade access.
9. Drain field supply and return lines and manifolds to be installed at adequate depth to prevent freezing. Horizontal spacing between the dripper lines and the
installation depth to be as spmifed.
10. No activity an train field am other than minimum required to install system. Do not park equipment, drive large equipment over m store materials an
drain field area.
11. No wet weather installation is permitted.
12 The contractor shall be certified by American Manufacturing Company, Inc to instal this type of system and Moll hold o pre -construction mestin with the
individuals responsible fa sail evaluation, permitting 9
p g and inspections prior fO site work beginning to insure prolmtion of the site conditions and to insure the
system is installed according to design.
13. If site conditions ere determined to require the installation of the system to deviate ham these plans, all work shall stop Immediately and the designer Moll be notified Any
arguing work shall be at the sole responsibility of the contractor,14. NI face mains shall be tested for looks prior to drip tubing installation and prim to system startup. Uncovered face mobs Moll be viably inspected far
Imke If a leak is suspected In covered face mans then the farm main shall be re -tested at a minimum pressure of at least percent above the design
operating pressure, far at least 30 minutes. There shall be no discanble leakage
15. ASD15 & 25 Hydraulic units to be placed an a bed of grant for drain
16. If standing groundwater is a problem a scremed drain to daylight is required.
SITE CLEARING gADEUItES (Check all that apply)
General guidelines fm prepamg/deaing o site for installation of an American Mfg. 'Per­Rf e®' Drip System:
GENERAL REQUIREMENTS:
The preservation of the original structure of the sal in the absorption arm is ementid to maintaining the percdative capacity of the mi. k aRNWy other than the
oonstructian of the system is permitted within the absorption area. On sites where a majalty of the va)eadian needs to be removed, care must be taken to minimize the
impact an the soils natural Permeability. There shall be Dp cutting, filing, or storage of material an or within 20' of the adsorption area. Site clearing and preparation shall
be Performed by the installation contractor for the wastewater dispersal system.
The absorption system is Di to be constructed during periods of wet weather when the sot is sufficiently wet at the depth of installation to exceed its plostr IkniL The
Plastic I'will is exceeded when the will con be ruled between the palms of the hands to Produce threads 1/8 inch in diameter without breaking and crumbling.
After installation of the dispersd system,
or if after clearing installation is not to be performed far 60 days, Ned the am liberally with native grasses The standard
Department Of Transportation specifiwtbn is acceptable consisting of perennial rye and fescue At all tunes protect the installation arm from erosion. Local codes shot
apply fa best management practices to control nmoff.
SHALLOW 16TALLATIMS (Surfacer to Ei
} Clearing and removal should be by hand with minimal machine assistance and under Olitmum soil moisture conditions Track machines am preferred to those with rubber
tires and should only be used around edges of installation. Soil moisture conditions need to be confined prior to beginning clearing and system installation by the will
scientist of record
MD RANGE INSTALLATIONS (12- TO 24')t
All trees and brush, as necessary, should be 'pulled out' (grubbed Out) Or at flush with the ground surface. Stumps may be ground to two inches below the installation
depth and the hole b..kfdled with sandy material to V above installation depth and the reminder with natural soil. When the soil is disturbed at the installation depth by
puling a stump, badkfill the hole with sandy material to 6' above installation depth and the remands with natural salt. Digging and pushing over trees may be more
detrimental to the soils infiltrative characteristics. Track mochines are preferred to those with rubber tires and should any be used during optimal soil moisture conditions.
Soil moisture conditions need to be confirmed prior to beginning clearing and system Installation by the sot scientist of record.
DEEP INSTALLATIONS ( 30' and deeper):
All trees and brush, as necessary, should be removed When, the soil is disturbed at the installation depth, bockHl the hole with sandy material to 6' above installation depth
and the remainder with natural mil. Stumps may be ground to two inches below the installation depth and the hole bockfnlled with sandy material to 6' above installation
depth and the remainder with naturd mil. Digging and pushing over trees may be mare detrimental to the sails infiltrative characteristics than 'pulling' and ore D.R.t recanmended. Track machines are preferred to those with rubber ties and should only be used during optimal salt moisture conditions Soil moisture conditions need to be
c
onfrbed prior to beginning dewing and system installation by the mil scientist of retard.
LARGE SCALE INSTALLATION TESTW
Larger systems typically do not have water «voluble fa zone installation testing an a t'n:oly manner. It is desirable to water test an Installed zone while the supply and
return manifold harder ditches we exposed to better inspect for lea& In order to facilitate she and equipment protection and erosion control, the installation contractor
shall provide sufficient water and the means to deliver and monitor the water to both flush and leak test ouch zone m subzme prior to beckfil. The flushing volume shall
be fin tines the volume of the piping network being flushed The flushng velocity shall be in excess of 2-1/2 feet per second The leak testing volume shall be at least 3
times the volume of the prim The leak test shall continue until sturdy state flow is achieved and the flow rote is within 6% of the design flow rate or as approved by the
manufacturer or engineer. After successful testing and inspection the supply and
return pipe connection points shill be sealed and protected from dirt and debris from
entering prior to fend connection.
IMP TUBING SHALL BE:
1. AMERICAN PERC PolE 91B MACE DBP SYSTEM by American Maxrfochwing Company IT accordance with ImovoNn Wastewater System Approval No, IWWS-93-161131
2 NETARM PC OaPUNE with pressure wrrpmeafny emitters spaced knNormly in the Meng at 24' arc
3 Each inn of tubing must be Instded amid leveL Lat rd/rn loatios may need to be spread out Better to imp Ines more an contour. The location of the field
Il'rolsem� be fldd-staked (at bast slay 4 lateral 'nine' along contour), and field verified to be acceptable, and ocapage table depth rkept within field -specified
N01B FOR FL MATERIAL:
THE FILL MATERIAL SHOULD CONSIST OF MINERAL SOIL WITH A TEXTURAL
CLASSIFICATION OF SANDY LOAM. IT SHALL CONSIST OF NO MORE THAN 10
PERCENT OF ROCK FRAGMENTS (> 2 MM IN SIZE), ORGANIC MATERIAL, ETC.
ONCE A SOURCE OF FILL MATERIAL IS FOUND, A SAMPLE SHOULD BE
SUBMITTED TO TEC PERSONNEL SO THAT A PARTICLE SIZE ANALYSIS CAN BE
CONDUCTED.
NOTE BEFORE ANY EARTH MOVING ACTIVITIES ARE CONDUCTED ON SITE, TEC
SHOULD BE CONTACTED TO MARK THE FILL AREA BOUNDARY AND INSPECT
THE MOISTURE CONTENT OF THE SOIL IF THE SOILS ARE TOO SATURATED,
NO TILLAGE MAY OCCUR THIS INSPECTION IS TO AVOID COMPACTING THE
APPLICATION AREA ALL SITE WORK SHOULD BE CONDUCTED BY MACHINERY
WITH TRACKS INSTEAD Or PNEUMATIC TIRES.
1. THE EXISTING GROUND SURFACE SHOULD BE LIGHTLY TILLEO/SCARIFlED
LIGHTLY AND SHOULD EXTEND AT LEAST FIVE (5) FEET BEYOND THE
INTENDED IRRIGATION AREA ON ALL SIDES.
2. THREE (3) INCHES OF APPROVED FILL MATERIAL SHOULD BE APPLIED TO
THE DISPOSAL AREA AND TILLED INTO THE APPLICATION AREA AND THEN
LIGHTLY ROLLED WITH A LAWN ROLLER FILLED APPROXIMATELY ONE QUARTER
(1/4) OF WATER (OREQUIVALENT TECHNIQUE). THE SOIL SHOULD NOT BE
OVERLY COMPACTED DURING THIS PROCESS.
3. AT THIS POINT, THE TOTAL DEPTH OF FILL SHOULD BE AT LEAST THREE
(3) INCHES ABOVE THE INITIAL GROUND SURFACE. IF THREE (3) INCHES HAS
NOT BEEN ACHIEVED, CONTINUE APPLYING FILL AS OUTUNED IN STEP 2 UNTIL
A MINIMUM OF THREE (3) INCHES IS PRESENT.
4. THE FILL MATERIAL SHOULD EXTEND FIVE (5) FEET BEYOND THE
PROPOSED DISPOSAL AREA FROM THIS POINT, THE FILL SHOULD BE TAPERED
DOWN TO THE SURROUNDING GROUND SURFACE WITH A BERM SLOPE NOT TO
EXCEED A 1:4 RISE TO RUN RATIO. IN OTHER WORDS, THERE SHOULD NOT BE
ANY MORE THAN ONE (1) INCH OF RISE FOR EVERY FOUR (4) INCHES OF
RUN, MAKING THE BERM ONE (1) FOOT WIDE AT A MINIMUM FOR THE
PROPOSED THREE (3)INCHES OF PROPOSED FILL
TURF OPTION:
THE ENTIRE AREA SHOULD BE TEMPORARILY SEEDED WITH AN APPROPRIATE
TURF SPECIES FOR THE AREACOVERED WITH HAY OR OTHER SUITABLE
TEMPORARY COVER THAT NEC BOTH PROTECT THE SEED AND SOIL FROM
EROSION WHILE THE PINE/HARDWOOD DUFF LAYER IS REGENERATED.
TEMPORARY IRRIGATION SHOULD BE PROVIDED TO THE AREA SO THAT A
SUITABLE STAND OF TURF TAKES RDOT. CARE SHOULD BE TAKEN NOT TO
ERODE THE INSTALLED FILL
NEW SOIL
MATERIAL
13'(min.) (Approx.3�
I
..:....:...
ORIGINAL EXISTING
MOST
SURFACE
RESTRICTIVE EXISTING USEABLE
INTERFACE MIXED TO
ZONE UNDISTURBED
A 4'(min.) DEPTH
MATERIAL
1. All disturbed areas fa the Disposal Area are to be graded +/- 2/10-
fa positive drainage and into approved drainage swoles and basins.
2. After Fill has been installed and prim to seeding, all areas that are to
be seeded, shall be scarified 4-6' deep with a rotolill or tined machined.
3. Soil PH shall be measured by an approved soil testing method. Soil
test results will be shared with the property owner and the contractor
will amend the soil according to the mil lest analysis recommendations.
A PH of between 6 and 7 is recommended fa maximum success of
Fescue seeding. Fertilizer with the soil analysis recommendation of the
proper formulation of N. P & K shall be applied and added to the soil
prim to foal grading to ensure mixing 1-2' into the soil layer.
4. Final grading shall be completed once the Soil has been properly treated.
Final grading may be completed utilizing fine grading tractor implements
or by dragging a fence across the soil fa a smooth surface.
5. After fecal grade, seed and fertilizer may be applied. Turf Type tall
fescue shall be applied at a rate of 6-7lbs per 1000 sq feet of arm (or
as recommended). Fertilizer shall be applied as per the recommendation
of the soil analysis testing. All seed shall be tagged certified and at
least 98% pure and free of noxious weed seed.
6. To keep moisture in the soil and promote good seed growth after initial
germination, either clean fresh wheat straw mulch shall be applied at 2
bales per 1000 sq feet or wood fiber hydromulch. If straw is used, then
it shall be coated with Hydromulch to lack the straw to prevent
excessive blowing in windy weather.
7. Water shall be applied to the seed at least every other day for a period
of two weeks to maximize germination.
B. If soil temperatures drop below 58 degrees, mix in 25% annual rye grass
into the seeding mixture. Fescue may need to be overseeded in the
spring as the rye dies.
DRIP TUBING TO BE
STAPLED TO GROUND
PER MANUFACTURER'S
RECOMMENDATIONS,
SEE GRASS SPECIFICATION
FOR SEEDING. FERTILIZER,
AND GROUND PREPARATION.
SURFACE DRMP INSTALLATION
SCHEMATIC
SUPPLY MANIFO AIR
RETURN MANIFOLD
VOU/ .VVEE
VAL0FF
SALV7
R
INSULATED
PIPE
COMMON
RETURN P
ALL VALVES TO BE INSTALLED
W/ VALVE BOXES
W/ CAST IRON COVERS.
(TYPICAL)
❑
1/2' FLEX
PVC (4' typ.j
PVC 1P
ADAPTER
RAM INSERT
ADAPTER
DRIPPER 6' MIN
UNE l H..�......__.
STANDARD RESIDENTIAL DRIP SYSTEM DETAILS
FOR SITES WITH DISCERNIBLE SLOPES
(SUPPLY AND RETURN ON SAME SIDE)
EASE (AN RELEASE VALVES MUST
E / BE CONTINUOUS ACTING)
PRESSURE
DRIPPER TUBING
GRA
FOR
0N DEPTH
MAIN SUPPLY PIPE 5T
BELOW FROST LINE
TURN UP THE LOOP END SO THAT
EFFLUENT WOULD DRAIN BACK TO
TUBING AND NOT SIT IN LOOP.
BURIED DRIP LOOP CONNECTION N1s
Sup Iy
Manifold
1•VP (T)
Retum
1(�ly ��� 1/2' Feld Manifold
1/2' supply Ratan
TOP FEED SUPPLY MANIFOLD AND
DE 1/2' LATERAL SUPPLIES TO BE PLACED
ABOVE
INTOTO THE RDRIP IP TUBING N TUBING AFTER EACH DOSE.
�TM
DUE TO NECESSARY UNE DEPTH VARIATIONS
On draw to 'fit' site can,exdmt, and to keep
each lateral dead level). THE MINIMUM
INSTALLATION DEPTH COULD BE REDUCED TO
3' (requiring a to as adored ova y
where the ,alp tubing depth 1.Isse than
Pakmt No. 5.984,574 6'dem).
STANDARD RESIDENTIAL DRIP SYSTEM DETAILS
40-SOUD 1/2' FLEX TUBE
CHANGE OVER ANGE OVER
DRIP TUBING DRP TUBING
_
8' DIAMETER
BLANKING AREA
(as shown on plan)
Disposal Field Tree Blanking Detail
AMERICAN MANUFACTURING
1-800-345-3132 a www.amerieanonsitacom
ROYSEIER
/ !'aL9C RTe4
VALVES
BAC WL11.7f
WWES
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IRT1M 70 SEPTIC TANK
DRIP SYSTEM
SCHEMATICS
AMERICAN MFG. COMPANY
PERC-RITE DRIP SYSTEM
INSULATION AND HEATER KIT SHOULD BE
TWO -FILTER - 15 GPM
ORDERED WTH THE HEADWORKS UNIT FOR
FREEZE PROTECTION.
HYDRAULIC UNIT
CONTRACTOR TO INSURE THAT SURFACE
DRAINAGE ROWS AWAY FROM HW UNIT.
AMERICAN ONSITE CONTROLS
AMERICAN MANUFACTURING COMPANY INC
P.O. BOX 97 DXWOOD, VA 22718
[phone] www.arnaim onslusu n
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LASH
ENGINEERING
Cm,e,u" CH EngNmor/Planner
1104 CTrub. Cam Drive
Mecthewe. N.C. 28105
Plane: 704/847-3031
emafi: mlkafOlsehenBina Hrgxc
llcahee iC-2433
sunhat ,,,
5 14265
�''',�i'4fL VL �"`'•
n Il lltat'\"`
PROJECT
111464NEER:
MIGHAEL LASH, P.E.
Nlkolay & Nato" Bolkova
1020 Yellow Bee Road
Indlan Trait, N.G
28M
PNOJECf:
Wadeviater FocRly for.
BOR(OVA RE3UB4CE
UNIM ROAD
MAT71EM, NC 28104
Union County
Pon HT0631201l
Desammolik
SURFACE DRIP -WASTEWATER
TREATMENT SYSTEM
Seam TO: CUEW
San* 1' 200'
Doers: YA41P019
5 (IF 5

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
m ikel(aLashEngineerinn,.com
Lash Engineering, Inc.
Project Summary for:
Boikova Residence — 3 bedrooms
Union County, NC.
The project is located at 461 Union Road to the east of Mint Hill, NC in Union
County. The proposed house is a 3-bedroom house and is to be designed at 120
gpd for 360 gpd. There is an adjacent business to the property. This is shown on
the plan and is over 200 feet away so that it doesn't affect this site with any setback
requirements. The tract of land is wooded, light in underbrush and easy to
traverse. The disposal area has not been disturbed and will need to be cleared.
A Surface Drip Wastewater Disposal system is proposed because of the lack of
adequate available subsurface soils. It has an underlayment of heavy clay along
with seasonal high water. The site drains from the back of the property down
toward the road and a culvert to an upland tributary (dry weather) with a very small
watershed (from just above the site). The stormwater from the watershed directly
uphill from the site is diverted away from the disposal area by a proposed ditch that
is to be installed with the wastewater improvements. The Watershed Classification
for this area is "C", within the Yadkin watershed and drains specifically to the Pee
Dee River and is in the upper watershed of Duck Creek.
The Health Department was consulted, and they determined that the site was
unsuitable for a subsurface system. The owner hired an independent Soil Scientist
to make a detailed analysis of the soils on the site. Thompson Environmental
determined that expansive clays were near the existing surface along with a
seasonal high-water table and concurred with the findings of the Health
Department. Thompson Environmental performed additional sampling, boring,
ksat work for the disposal area, performed a stream analysis, water balance, and
coordinated for an Agronomist Evaluation. This report and supporting documents
Page 5

are included in this submittal along with a copy of the Health Department "Denial"
for subsurface.
The system will consist of a new Norweco Singular Green Bio-Kinetic Unit with a
BioFilm Reactor Unit. An Ultraviolet disinfection unit outside the Pump Tank is
used to sterilize the effluent as it is pumped to the disposal site. A simplex Puturb
effluent pump system inside the Pump Tank is recommended for this discharge.
The system utilizes a Norweco Control Panel for the PreTreat units and UV Light
and an American Control Panel for the Pump Tank and Headworks Unit. Each
panel is housed within a NEMA 4X enclosure that is setup for the floats, pumps
and internal monitoring of the system. A programmable micro -logic controller
(PLC) activates the discharge pump through a program that self -adjusts these
operations based on actual wastewater flow into the processor (as monitored by the
PLC). The processor constantly evaluates the water usage and meters out the
effluent discharge to the disposal area at the appropriate interval to assure proper
effluent treatment.
The proposed PreTreat Tanks are made of HDPE and the Pump Tank is made of
precast concrete. Floatation of the tanks is not a factor as the units are being
installed above the road and not subjected to flooding. However, calculations for
floatation are included in this submittal.
Page 6

State of North Carolina
A HID Department of Environmental Quality
WMlm� Division of Water Resources
Divlslon of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: NIKOLAY & NATALYA BOIKOVA
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: per 15A NCAC 02T .0106(b) Title: OWNER
4. Applicant's mailing address: 1020 Yellow Bee Rd.
City: Indian Trail State: NC. Zip: 28079-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (N/A) _- Email Address: mboikovaaa,yahoo.com
II. FACILITY INFORMATION:
1. Facility name: Wastewater Facility for Boikova Residence
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 461 Union Road
City: Matthews State: NC. Zip: 28104- County: Union
4. Wastewater Treatment Facility Coordinates: Latitude: 350 09' 11" Longitude: -80' 36' 46"
Provide the following latitude and longitude coordinate determination information:
Datum: Unknown Level of accuracy: Unknown Method of measurement: Map interpretation by extraction
5. USGS Map Name: MIDLAND
III. CONSULTANT INFORMATION:
1. Engineer's name: Michael Lash, PE. License Number: 14265
Engineer's mailing address: 1104 Cindy Carr Dr.
City: Matthews State: NC. Zip: 28105-
Telephone number: [phone] Fax number: (N/A)
2. Soil Scientist's name: Larry Thompson License Number: 128 i
Soil Scientist's mailing address: P.O. Box 541
City: Midland State: NC. Zip: 28107-
Telephone number: [phone] Fax number: (N/A) _ _
Firm: C-2433
Email Address: mikelOIashengineerine.com
Firm:
Email Address: larry acr�,thompsonenv.com
IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60. 00
3. Describe the origin of the wastewater and provide a brief project description: Residential
4. Wastewater flow: 360 GPD
Page 15
FORM: SFRWWIS 06-16 Page 1 of 6

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T.01141 explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow
Per Unit
Number
of Units
Flow
Residential
gal/day
120
3
360 GPD
gall
GPD
Total
360 GPD
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications? N/A
Permit/Certification
Date
Droved ate
Permit/Certification No.
Agency Reviewer
Submitted
A
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 608.9 feet mean sea level. Source: FRIS Website
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ® No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS— 15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
month!y average)
Prior to Stora e
Biochemical Oxygen Demand
280 mg/1
25 mg/1
< 30 mg/l
BODS
Total Suspended Solids (TSS)
250 mg/1
25 mg/l
<_ 30 mg/1
Ammonia Nitrogen (NH3-N)
80 mg/l
10 mg/l
<_ 15 mg/1
Fecal Coliforms
per 100 ml
<_ 200 colonies/100 ml
2. Per 15A NCAC 02T .0605(c ), is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15A NCAC 02T .0605(d), are any of the treatment or storage units excavated into bedrock? ❑ Yes or ® No
If yes, has a 10 millimeter synthetic liner been provided? ❑ Yes (Plan Sheet: & Specification Page: or ❑ No
4. In accordance with 15A NCAC 02T .0605(e), are any earthen treatment and storage facilities provided? ❑ Yes or ® No
5. In accordance with 15A NCAC 02T .0605(fl, have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
.0605(g), which systems are affected and what measures being taken to protect them against flooding? N/A
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance plan been submitted? ® Yes or ❑ No
8. In accordance with 15A NCAC 02T .06056), how will restricted access to the irrigation system be provided? Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .0605(i), do the designed irrigation loading rates (see Application Item VIIA.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? 0 Yes or X❑ No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .1900? ❑ Yes or ❑ No
Norweco Units have a built-in anaerobic treatment chamber
No Septic Tank is Utilized.
Page 16
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS —15A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .0605(1), what is the specified method of disinfection? Select UV Light
If chlorine, specify contact detention time provided: minutes and where contact time occurs:
If UV, specify the number of banks: 1, total lamps: 1 and maximum flow capacity: 9_5 GPM.
12. In accordance with 15A NCAC 02T .0605(m), has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC 02T .0605(n), have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: 3 & Specification Page: 108 ) or ❑ No
14. In accordance with 15A NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 & Specification Page: 109 ) or ❑ No
15. In accordance with 15A NCAC 02T .0605(p), has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(a), has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 15A NCAC 02T .0605(r), does the designed annual loading rate exceed 50 inches? ❑ Yes or ® No
18. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
19. Per 15A NCAC 02T .0606, verify setback compliance by providing the minimum field observed distance (ft) from the facility's
irrigation system and treatment/storage units to each listed setback parameter (Note: Distances greater than 500 feet shall be
marked N/A):
Setback Parameter
Irrigation
System �Storage
Treatment /
Units
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
N/A
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
10,
Any private or public water supply source
285'
280'
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
N/A
N/A
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
N/A
Any well with exception of monitoring wells
N/A
N/A
Any property line
50'
70'
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
=
Any water line from a disposal system
N/A
Any swimming pool
N/A
Public right of way
275'
Nitrification field
N/A
Any building foundation or basement
10,
20. Are any setback waivers proposed for this facility? ❑ Yes or ® No
If yes, in accordance with 15A NCAC 02T .0606(c), submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
Page 17
FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Other
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
No. of
Manufacturer or
Dimensions (ft) /
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
S acin s in
al
Reference
Reference
Other
1
Norweco Singular
10.25'x 6.5'
600g
3
71
Green BioKinetic
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
al
Reference
Reference
Norweco Bio-Kinetic
l
Norweco Membrane
5' x 4'
800g
3
71
BioFilm Reactor
Select
Select
c. DISINFECTION:
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
al
Reference
Reference
Ultraviolet
1
Norweco 1500
7" x 61.5"
50
3
83
Select
d. PUMP/STORAGE TANK:
Manufacturer or
No. of
Total
Effective
Effective
Plan Sheet
Specification
Material
Units
Dimensions (ft)
Volume
Volume
Storage
Reference
Reference
al
al
da s
Shoaf Precast
1
12. 5' x 6. 5'
3033
3,000
5
4
111
Concrete
e. PUMPS:
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
I TDH
Pump Tank
1
Lift through Disposal
Puturb
15
125
4
106
f. BLOWERS:
Location
No. of
Blowers
Units Served
Manufacturer /
Type
Capacity
CF
Plan Sheet
Reference
Specification
Reference
N/A
g. MIXERS:
Page 18
FORM: SFRWWIS 06-16 Page 4 of 6

Location
No. of
Mixers
Units Served
Manufacturer /
Tye
Power
h
Plan Sheet
Reference
Specification
Reference
N/A
Page 19
FORM: SFRWWIS 06-16 Page 5 of 6

VII. IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ® No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? Fescue
3. Soil Evaluation recommendations:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
ft
Recommended
Loading Rate
in/hr
Recommended
Loading Rate
in/ r
TaB
Tarrus
N/A
0. 15
18. 12
4. Imgation System Information (Note — this table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Rate
(in/hr)
Designed
Rate
(in/yr)
1
Latitude
(DMS)
I
Longitude
(DMS)
Waterbody
Stream Index
No.2
Classification
1
0.27
Tarrus
0.15
18.12
35-09' 11"
-80° 36' 46"
13-17-18-3
C
II
O / I/
u
o r rr
o r rr
0.27
e r rr
o r 10
Total
t Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Unknown Method of measurement: Map interpretation by extraction
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: https://ncdenr.s3.amazonaws.com/s3fs-
puublic/W ater%200ualiiy/Aqu i fer°/o2OProtection%LAU/Agreements/W SCA%2008-13.pdf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
8.3 ft2
Nozzle wetted area:
ft2
Distance between laterals:
4.16 ft
Nozzle capacity:
GPM
Distance between emitters:
2 ft
Nozzle manufacturer/model:
/
Emitter capacity:
0.61 GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model:
NetaFilm / BioLine
Specification Reference:
Elevation of highest emitter:
Specification Reference:
628 ft
96 & 99
Page 20
FORM: SFRWWIS 06-16 Page 6 of

Fill Application Plan
The following outlines the guidelines for choosing and installing the required fill material for
the proposed waste water disposal system. If there are any questions regarding these
guidelines, design and installation personnel should contact Thompson Environmental
Consulting, Inc. (TEC) for clarification. These guidelines are presented as TEC's
professional opinion and are not dictated by the NC DWR. However, the NC DWR retains
the right to determine what constitutes suitable fill material and installation thereof, as the
regulatory authority responsible for permitting this waste water disposal system.
Surface water diversion:
Surface water will need to be diverted away from the proposed application area.
Fill material composition:
The fill material should consist of mineral soil with a textural classification of sandy loam. It
shall consist of no more than 10 percent of rock fragments (> 2 min in size), organic material,
etc. Once a source of fill material is found, a sample should be submitted to TEC personnel
so that a particle size analysis can be conducted.
Note: Before any earth moving activities are conducted on site, TEC should be
contacted to mark the fill area boundary and inspect the moisture content of the soil. If
the soils are too saturated, no tillage may occur. This inspection is to avoid compacting
the application area. All site work should be conducted by machinery with tracks
instead of pneumatic tires.
1. The existing ground surface should be lightly tilled/scarified lightly and should
extend at least three (5) feet beyond the intended irrigation area on all sides.
2. Three (3) inches of approved fill material should be applied to the disposal area and
tilled into the application area and then lightly rolled with a lawn roller filled
approximately one quarter (1/4) of water (or equivalent technique). The soil should
not be overly compacted during this process.
3. At this point, the total depth of fill should be at least three (3) inches above the initial
ground surface. If three (3) inches has not been achieved, continue applying fill as
outlined in step 3 until a minimum of three (3) inches is present.
4. The fill material should extend five (5) feet beyond the proposed disposal area. From
this point, the fill should be tapered down to the surrounding ground surface with a
berm slope not to exceed a 1:4 rise to run ratio. In other words, there should not be
any more than one (1) inch of rise for every four (4) inches of run, making the berm
one (1) foot wide at a minimum for the proposed three (3) inches of proposed fill.
Page 59

Turf option:
The entire area should be temporarily seeded with an appropriate turf species for the area,
covered with hay or other suitable temporary cover that will both protect the seed and soil
from erosion while the pine/hardwood duff layer is regenerated. Temporary irrigation should
be provided to the area so that a suitable stand of turf takes root. Care should be taken not to
erode the installed fill.
Mulch option:
If a mulch cover is chosen, TEC personnel should be contacted for a visual inspection of the
fill material once it has been put into place, but before mulch is applied. Once formal
approval has been granted that the site meets the design criteria, an approved mulch can be
applied on top of the fill. The mulch should not exceed a depth of two (2) inches. The site
must be maintained with a continuous cover of mulch at all times until the pine/hardwood
duff layer is regenerated. The drip tubing is the installed over the mulch. TEC should be
contacted to conduct another visual inspection of the drip tubing after installation. If it is
determined that the mulch is not acting as an adequate erosion protection technique, it should
be replaced with a stand of turf.
Page 60

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QUpland Uniform Slope under 15%
FITerrace NUniform Slope between 15-30%
ElDepressional []Slope exceeding 30%
(Alluvial Flood Plain F-]Complex Slope Patte rn
E]Slope, dissected by gullies or ravines
Ill. Soil Depth
Depth of soil to rock or weathered rock: _I_r2_�
IIIII. Soil Wetness Conditions
Depth to Munsell Chroma 1 or 2 color/mottles
Soil color (Munsell) #
Description.
IV. Application Rate per sq. ft/day
Soil Group Soil type
E
V. Available Space E 3S) yps) R(U)
Well site and/or other restraints away
VI. Overall Rating EYS) Ej(ps) 2(u)
Reasons:

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NO S1ni(j 1-jL-Iti3H IVINIMMIAN13

SOIL SCIENTIST EVALUATION
SINGLE-FAMILY RESIDENCE
461 UNION ROAD
Union County, NC
Prepared For:
Natalya Boikova
1020 Yellow Bee Road
Indian Trail, NC 28079
720-876-8477
Prepared By:
Post Office Box 541
Midland, NC 28107
[phone]
July 31, 2018
W_
Larry B. Thompson
Page 26

Table of Contents
1.0
INTRODUCTION....................................................................................................I
1.1
Site Location.........................................................................................................1
1.2
Project Description................................................................................................1
1.3
Proposed Wastewater System...............................................................................1
1.4
Study Area.............................................................................................................1
2.0
OBJECTIVES...........................................................................................................1
3.0
INVESTIGATION METHODOLOGY....................................................................1
3.1
Soil Evaluation......................................................................................................1
3.2
Saturated Hydraulic Conductivity Testing and Reporting....................................2
4.0
STUDY AREA DESCRIPTION..............................................................................2
4.1
Regional Geology and Local Topography............................................................2
4.2
Vegetation.............................................................................................................2
4.3
Jurisdictional Features...........................................................................................3
4.4
Soils.......................................................................................................................3
4.5
Fill Material...........................................................................................................3
4.6
Saturated Hydraulic Conductivity Testing............................................................3
4.7
Soil Fertility Analysis..................................................................
5.0
HYDRAULIC LOADING RATE ASSESSMENT..................................................4
5.1
Design Coefficient and Justification.....................................................................4
5.2
Water Balance Calculation & Recommended Loading Rates ..............................5
5.3
Instantaneous Loading Rate..................................................................................5
5.4
Minimum Required Storage..................................................................................6
6.0
AGRONOMIC REPORT..........................................................................................6
6.1
Receiving Crop......................................................................................................6
6.2
Wastewater Characterization.................................................................................6
6.3
Nutrient Loadings..................................................................................................6
6.4
Soil Testing and Recommendations......................................................................7
6.5
Vegetation Maintenance/Monitoring & Recommendations.................................7
7.0
CONCLUSIONS.......................................................................................................7
8.0
REFERENCES.........................................................................................................8
AppendixA....................................................................................Figures
Appendix B...............................................................Soil Boring Descriptions
Appendix C....................................................................... KsAT Data Sheets
Appendix D............................................................. SIR Loading Rate Worksheet
Appendix E....................................................................Soil Fertility Analysis
Appendix F.....................................................................Fill Application Plan
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 27

'11
Table 1. Map Unit Symbol, Soil Series, and Taxonomic Classification ............................ 3
Table2. KsAT Test Results................................................................................................. 4
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 28

1.0 INTRODUCTION
Thompson Environmental Consulting (TEC) was retained by Natalya Boikova to conduct
a Soil Scientist Evaluation for the placement of a wastewater surface application system
for a proposed three -bedroom single-family residence.
1.1 Site Location
The project site is located at 461 Union Road in Matthews, NC and encompasses
approximately 4.65-acres (Figure 1).
1.2 Project Description
Ms. Boikova is proposing to site a surface wastewater application system. The design
daily flow is 360 gallons per day (GPD). The proposed system will operate in
accordance with state rules 15A NCAC 02T. 0600 (2T Rules).
1.3 Proposed Wastewater System
Wastewater will be treated to the minimum monthly average standards. Wastewater will
be applied using surface drip irrigation.
1.4 Study Area
A preliminary soil evaluation was completed in select areas of the project site. The Study
Area referred to in this report consists of the 1.0± acres on the western portion of the
property outside of property line setbacks and powerline corridors (Figure 2).
2.0 OBJECTIVES
The objectives of this investigation were to evaluate pertinent site conditions and identify
a satisfactory wastewater application area within the Study Area and to provide
recommendations to its utilization. Specific attributes evaluated included the soils,
vegetation, topography, hydraulic assimilative capacity, jurisdictional features, and
landscape position.
3.0 INVESTIGATION METHODOLOGY
A Soil and Site Evaluation was conducted by TEC in June and July 2018, by Larry B.
Thompson, LSS and Evan T. Morgan, LSS-IT.
3.1 Soil Evaluation
Soil borings were made with a hand -turned auger and soil color was determined with a
Munsell Soil Color Chart. Soil profiles were described per the Field Book for Describing
and Sampling Soils, version 3.0. Landscape characteristics were noted (slope, drainage
461 Union Road SFR Soil Scientist Evaluation 1 July 2018
Page 29

patterns, etc.) as well as soil properties (depth, texture, structure, soil wetness, restrictive
horizons, etc.) to auger refusal. Soil borings were described under moist conditions.
Additional borings were advanced to shallower depths to identify diagnostic horizons and
record soil properties. A hand-held GPS unit with sub -meter accuracy was used to locate
each soil boring as well as other site features.
3.2 Saturated Hydraulic Conductivity Testing and Reporting
Saturated hydraulic conductivity (KSAT) measurements were performed with a compact
constant -head permeameter (Amoozemeter). An Amoozemeter was used because of the
need to conduct the test below current grade. KSAT test values were generated using the
published calculations and formulas found in the corresponding User's Manual
(Amoozegar). The Glover solution was chosen as the most appropriate method for
calculating KSAT values. The Glover solution is recommended when the distance
between the bottom of the auger hole and any impermeable layer(s) is greater than 2
times the head (H), or constant water level in the hole.
The Glover solution is given by: KSAT = AQ
Where: A= {sinh"'(H/r)-[(r/H)2+1] 1/2+r/H} / (27EH2)
And: Q is the steady-state rate of water flow from the Amoozemeter into
the auger hole.
To solve for A: H is the head in the hole (i.e. total water depth) and r is the radius
of the hole. Values for H and r can be found on the attached KSAT
data sheets.
4.0 STUDY AREA DESCRIPTION
4.1 Regional Geology and Local Topography
The project site is located in the Piedmont physiographic region. The general lithology
consists of fine textured late Proterozoic -Cambrian rocks. The general topography
includes gently rolling hills and ridges with fairly broad drainages (Figure 1). Typical
slopes ranged from 2% to 6%.
4.2 Vegetation
The vegetation in the Study Area consisted of pine, hardwood, and soft wood species
including: Virginia pine (Pinus virginiana) loblolly pine (Pinus taeda), red maple (Acer
rubrum), sweet gum (Liquidambar styraciva), post oak (Quercus stellate), southern red
oak (Quercus falcata) and red cedar (Juniperus virginiana). Dominant species were pine,
oak, and sweetgum. The diameter at breast height (DBH) ranged from 8 to 12 inches for
the majority of canopy species.
461 Union Road SFR Soil Scientist Evaluation 2 July 2018
Page 30

4.3 Jurisdictional Features
No jurisdictional streams or wetlands were identified on the parcel.
4.4 Soils
Soils in the Study Area are located in the Carolina Slate Belt and formed in residuum
weathered from argillite or other fine-grained metavolcanic rocks (phyllite and schist).
The Web Soil Survey was referenced prior to the field investigation to get an overview of
the possible soil series mapped in the Study Area. The Tarrus soil series is mapped in the
Study Area (Figure 3). Information for this series is listed in Table 1.
Six (6) soil borings were advanced to characterize the dominating soil properties and
their locations are noted on Figure 2. The Cid soil series was identified within the Study
Area by a brownish yellow, colored Bt horizon overlying a similarly colored BC horizon
that showed signs of iron depletions within 17 inches and significant parent material
(Figure 4). Cr horizons exhibited weathered rock with seams of gray depletions.
Evidence of a perched water table (PWT) was observed throughout the soils in the study
area, ranging in depth from 10-17 inches. A seasonal high water table (SHWT) was not
observed before auger refusal.
4.5 Fill Material
As stated above, a perched SHWT was recorded ranging from 10 to 17 inches. State
regulations require 12-inches separation from the point of wastewater application (soil
surface) to a PWT. Due to the variability in depth to the PWT throughout the application
area, three inches of appropriate fill material is proposed to be added final application area.
A Fill Application Plan is appended and outlines the appropriate activities needed to apply
the fill material.
4.6 Saturated Hydraulic Conductivity Testing
Surface application systems require KsAT tests be performed to substantiate the
recommended hydraulic loading rate. KsAT tests are conducted in the most hydraulically
limiting soil horizon within seven feet of the naturally occurring surface. In all, 6 KsAT
measurements were conducted and their locations shown on Figure 2. Measurements
were conducted in lower BC horizons as it was determined as the most hydraulically
limiting soil horizon. The results of KsAT measurements are listed in Table 2.
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 31

Table 2. KSAT Test Results.
1 B 1 37 BC 0.0048
2
B2
17 BC 0.0555
3
B3
22 BC 0.0084
4
B4
23 BC 0.0040
5
B5
22 BC 1 0.0079
6
B6
24 BC 0.0111
KsAT test results provided consistent measurements. The measured KsAT rate for the BC
horizon is 0.0096 in/hr. KsAT data sheets are appended.
4.7 Soil Fertility Analysis
Soil samples were collected in the upper 12 inches and analyzed by Waypoint Analytical,
Inc. The results are typical for a mature forest piedmont soil. Soil phosphorus (P) is
rated low. The wastewater applied will help raise the soil P levels to a normal range.
Full soil fertility results are appended.
5.0 HYDRAULIC LOADING RATE ASSESSMENT
The hydraulic loading rate is the amount of wastewater that can be applied to the
Application Area and is derived from in -situ KsAT data, vegetation, nutrient loading, and
best professional judgement.
5.1 Design Coefficient and Justification
The geometric mean for KsAT measurements conducted in the BC horizons was
calculated as 0.0096 in/hr (1.61 in/wk). This KsAT rate must be modified by a Drainage
Coefficient to determine the hydraulic loading rate. A design factor of 0.50 is proposed
for the Application Area resulting in a soil drainage rate of 0.115548 inches/day.
Sites can utilize higher drainage factors with favorable parameters such as:
• Receiver crop type and Application Area conditions
• Physical characteristics that promote infiltration into surface horizons and
percolation through to subsurface horizons
• Favorable landscapes for wastewater application
The Study Area, and subsequent Application Area, is forested and is advantageous to
wastewater assimilation. Forest systems and soils are typically nutrient limited and can
readily take-up wastewater and wastewater constituents during most of the year. The
thick canopy lessens surficial impacts from raindrops during rainfall events thus reducing
runoff potential. The underlying duff layer consists of organic material and supports
ideal habitat for soil microbes that can readily ingest added nutrients as well as soil
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 32

macro -organisms that will aid in soil aggregation and stability. The latter will also aid in
wastewater infiltration.
The soil borings described in the Study Area exhibited friable silt loam surfaces that
ranged from 6 to 15 inches with friable silty clay loam to clay Bt horizons typically
extending from 10 to 28 inches from the surface. The silt loam surfaces will facilitate
infiltration of applied wastewater while the Bt horizon will provide storage to allow
wastewater to further permeate vertically or move laterally along the landscape.
The landscape positions that occur within the Study Area consist of broad, flat ridge and
linear slopes. The average slope for the Application Area is 4%. This slope will allow
for infiltrated wastewater to move laterally away from the Application Area.
Wastewater for surface application systems is treated more than regular domestic
wastewater. Higher drainage factors can be utilized for wastewater treated to these
standards. Lowered concentrations of wastewater constituents such as biological oxygen
demand (BOD), total suspended solids (TSS), ammonia, fecal coliforms, as well as
nutrients N and P attained by secondary treatment reduce detrimental impacts from
application of wastewater.
5.2 Water Balance Calculation & Recommended Loading Rates
A monthly water balance was calculated to determine the maximum annual loading rate
using NCDEQ Division of Water Resources, Single -Family Residence Loading Rate
Worksheet based on a design daily flow of 480 GPD. Monthly precipitation data came
from the State Climate Office of North Carolina CRONOS Database located in Salisbury
(Station: SALI), from a period of 1985 to 2018 (33 yrs). Evapotranspiration was
calculated using the conservative Thornthwaite method, which utilizes temperature
values from the same source and period as the precipitation data. The geometric mean
for KsnT tests conducted in the BC horizons (0.0096 in/hr) was used for the percolation
rate. Using a 0.50 Drainage Coefficient the maximum allowable irrigation rate calculated
by the water balance is 18.12 in/yr for an irrigation area of 0.267 acres (11,631 sq-ft).
The 18.12 in/yr annual hydraulic loading rate is on the higher end for an SFR-C group
soil; but is supported with a Ksa,T rate that is on the higher end for SFR-C and a relatively
moderate drainage coefficient.
Based upon the results of the site investigation and our professional experience, we
recommend the following loading rate:
• Weekly Loading Rate of 0.4 in/wk
5.3 Instantaneous Loading Rate
The instantaneous loading rate is the amount of wastewater that should be applied in a
single event. There is published data that recommends instantaneous (or infiltration)
rates for particular soil types (textures) and landscape positions (Sprinkler Irrigation,
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 33

1969). These rates must then be adjusted based on site -specific conditions. The factors
considered at the project site included:
• The surface horizon is typically a silt loam that generally extends at least 6 to 15
inches in depth.
• Abundant soil organic matter exists in the duff layer that will aid infiltration.
• The topography is generally a 4% slope that will allow for infiltration.
Based on these considerations, a maximum instantaneous loading rate of 0.15 in/hr is
recommended for the Application Area.
5A Minimum Required Storage
Storage is proposed to be contained on -site in tanks. The minimum storage for a single-
family residence is 5-days or 1,800 gallons.
6.0 AGRONOMIC REPORT
The Agronomist Evaluation of the Study Area was completed to include
recommendations for the receiving crop, its ability to accept proposed loading rates (both
hydraulic and nutrient) and provide information to ensure proper maintenance of the
recommended receiving crop.
6.1 Receiving Crop
The receiving crop will consist of a mature forest stand. Dominant species are listed in
Section 4.2 of this report. Wastewater application to forested areas is beneficial in many
aspects. Forests provide a steady source of organic matter and are typically nutrient
deprived. Mature trees can take-up a vast amount of water with some large trees
absorbing as much as 100 GPD. Rooting habits of mature trees also include deep
penetration and perennial growth.
6.2 Wastewater Characterization
Typical wastewater contains varying levels of essential plant nutrients, organic
compounds, trace minerals, and potentially phytotoxic compounds. Each of these typical
wastewater constituents are assimilated or transformed on a wastewater receiver site
through physical, chemical, and biological processes. The effluent will be treated to
minimum monthly average water standards listed in 15A NCAC 02T .0605(b).
Treatment will be to monthly average levels that shall not exceed 30mg/L BODs, 30mg/L
TSS, 15mg/L Ammonia, and 200 colonies/100 ml Fecal Coliform.
6.3 Nutrient Loadings
As limited as this site is hydraulically, the site will not be limited by nutrient levels.
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 34

6A Soil Testing and Recommendations
Periodic fertility sampling and monitoring of micronutrients, such as sodium (Na),
calcium (Ca), and magnesium (Mg), is recommended to ensure optimal receiver crop
efficacy. Application of gypsum may be required as a corrective measure if the sodium
adsorption ratio (SAR) is consistently above 10. Irrigation wastewater should have SAR
values < 10 to avoid potential adverse growing conditions related to soluble salts in the
soil.
6.5 Vegetation Maintenance/Monitoring & Recommendations
Advantages associated with matures trees as wastewater receiver crops regarding
hydraulic and nutrient loading capacities have been previously stated. Additional
advantages include little to no vehicular traffic, no need for cutting and removing of
residues, and regular maintenance accustomed to producing annual crops. Thinning of
saplings and shrubs is recommended. Thinning and pruning of diseased trees should be
completed immediately upon identification.
7.0 CONCLUSIONS
TEC is proposing the installation of a 360 GPD single-family residence surface
application system.
TEC completed soil borings, KsAT tests, and soil fertility data to verify favorable soil
properties exist for wastewater application. An annual hydraulic loading rate of 18.12
in/yr was calculated with the NCDEQ Division of Water Resources, SFR Loading Rate
Worksheet and site -specific soil data. A minimum Application Area of 0.267 ac (11,631
sq-ft) will be required. Weekly loading rates should not exceed 0.4 in/wk with an
instantaneous loading rate of 0.15 in/yr per event.
The Application Area is most limited hydraulically. Applying at the design irrigation rate
will not lead to excess nutrients to the Application Area. The Application Area should be
evaluated annually.
A wastewater sampling program should be instituted to ensure optimum nutrient inputs to
the cover crop being irrigated by this proposed system. The wastewater parameters to be
monitored include the following, as a minimum: total nitrogen, total phosphorus,
potassium, sodium, calcium, magnesium, copper, and zinc.
Fill material will have to be placed over the entire Application Area prior to installation
of the drip tubing. The Fill Application Plan in Appendix F should be followed, and TEC
should be consulted on the material chosen.
461 Union Road SFR Soil Scientist Evaluation 7 July 2018
Page 35

8.0 REFERENCES
Auchmoody, L. R. "Fertilizing Natural Stands" in Central Hardwood Notes. Ed. Bryan
F. Clark and Jay G. Hutchinson, updated ed. St. Paul, MN: US Department of
Agriculture, Forest Service, 2008.6.11-1 — 6.11-3.
Pettygrove, G. Stuart, and Asano, Takashi, (eds.). 1985. Irrigation with Reclaimed
Municipal Wastewater —A Guidance Manual. Lewis Publishers, Inc., Chelesa,
MI. pgs 10-14.
Schoeneberger, P.J., D.A. Wysocki, E.C. Benham, and Soil Survey Staff. 2012. Field
book for describing and sampling soils, Version 3.0. Natural Resources
Conservation Service, National Soil Survey Center, Lincoln, NE.
Soil Science Division Staff. 2017. Soil survey manual. C. Ditzler, K. Scheffe, and H. C.
Monger (eds.). USDA Handbook 18. Government Printing Office, Washington
D.C.
Soil Survey Staff, Natural Resources Conservation Service, United States Department of
Agriculture. Web Soil Survey. Available online at
http://websoilsurvey.nres.usda.gov/. Accessed [July 5, 2018].
Sprinkler Irrigation. 1969. Pair, Claude H. (Editor -in -Chief). Sprinkler Irrigation
Association. Washington, D.C.
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 36

A
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contributors. CC -BY -SA
USGS The National Map: National Boundaries Dataset, National
Elevation Dataset, Geographic Names Information System, National
Parcel Boundary- Hydrography Dataset, National Land Cover Database, National
Structures Dataset, and National Transportation Dataset; U.S. Census
Bureau - TIGER/Line; HERE Road Data
Thompson
Environments
nsulting
Soil & Site Evaluation
461 Union Road
USGS Topo Map
Union County, North Carolina
Date July 2018
Scale, 0 290 580 Feet
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Job No.
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Page 38

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Page 40

SOIL EVALUATION FORM
Thompson Environmental Consulting
Post Office Box 541
Midland, NC 28107
704.301.4881
Job: 461 Union Road
County: Union
Date: July 5, 2018
Sheet: 1 of 1
,o
m
Z.
a
b
Structure /
Texture
Consistence/
Mineralogy
Matrix
Color
Mottle Colors
(Quantity, Size, Contrast, Color)
1
A
15
1mSBK % SiL
FK / S0, PO
10YR 4/4
Bt
28
2mSBK / SiCL
FR / SS, SP
10YR 6/6
BC
37
1mABK/ C
FI / S, VP
10YR 5/8
C,1,p lOYR 6/2; F,1,D lOYR 6/6
Notes:
2
A
10
1mSBK/SiL
FR / SO, PO
10YR 4/4
Bt
17
lmSBK / SiCL
FR / SS, SP
10YR 6/6
BC
24
1mABK / C
FI / S, VP
10YR 5/8
C,1,p 10YR 6/2; F,1,D 10YR 6/6
Notes:
3
A
8
1mSBK / SiL
FR / SO, PO
10YR 4/4
Bt
14
2mSBK / SiCL
FR / SS, SP
10YR 6/6
BC
19
1mABK / CL,C
FR / SS, P
10YR 5/8
C,l,p 10YR 5/1
Cr
21
OM / C
FI / S, VP
10YR 7/2
C,1,d 10YR 5/1; f,1,p 10YR 5/8
Representative Soil Profile for Site: Classified as Cid Soil Series; Linear Slope Landscape Position; Slope 4%, Fine,
mixed, semiactive, thermic Aquic Hapludult; Perched Water Table @ 14 inches; Described by Larry Thompson,
LSS and Evan Morgan, LSS-IT on July 5, 2018
4
A
6
1mSBK / SiL
FR / SO, PO
10YR 4/3
Bt
16
2mSBK / SiCL
FR % SS, SP
10YR 6/6
BC
23
1mABK / C
FI / S, VP
10YR 5/8
M,2,p 10YR 7/2
Notes:
5
A
6
1mSBK / SiL
FR / 50, PO
10YR 4/4
Bt
14
2mSBK / SiCL
FR / SS, SP
10YR 5/6
BC
25
1mABK / C
FI / S, VP
10YR 5/8
M,l,p 10YR 4/2
Notes:
6
A
6
1mSBK / SiL
FR / SO, PO
10YR 4/4
Bt
10
2mSBK / SiCL
FR / SS, SP
10YR 5/6
BC/C
26
1mABK / C
FI / S, VP
10YR 5/8
C,1,p 10Yr 6/2; VAR
Notes: Parent material and clay peds evenly distributed from 10-26"
Evaluated by:
Page 43

Project Name: 461 Union Road
Annual Hydraulic
Design Flow = 360 gal/day
Loading Rate = 18.12 inch/yr
SFR Loading Rate Group: C
Limiting Soil KSat = 0.010 inch/hour
Irrigation Area = 11,631 square ft
Drainage Coefficient = 0.500
= 0.26701 acres
Drainage Rate = 0.115548
I
inch/day (Formula: K., . Drainage Coefficient' 24)
Number of
Days in the
Month
PET
in/mo
Vertical
Drainage
in/mo
80th Percentile
Monthly
Precipitation
in/mo
Maximum
Allowable
Irrigation
In/mo(gallons/day)
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
(gallons month)
January
31
0.20
3.58
4.43
0.00
0
0
February
28
0.41
3.24
4.10
0.00
0
0
March
31
1,17
3.58
4.91
0.00
0
0
April
30
2.37
3.47
5.72
0.12
29
869
May
31
3.99
3.58
4.82
2.75
642
19,907
June
30
5.38
3.47
5.81
3.03
732
21,969
July
31
5.90
3.58
5.11
4.38
1.024
31,736
August
31
5.36
3.58
5.09
3.85
901
27,946
September
30
3.69
3.47
4.78
2.38
574
17,233
October
31
2.07
3.58
4.03
1.62
379
11340
November
30
0.90
3.47
4.79
0.00
0
0
December
31
0.35
3.58
4.92
0.00
0
0
TOTAL= 365 31.78 42.18 58.49 18.12 4281.80 131,400
Formulas: (Max. Allowable Irrigation) = (PET) + kDrainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Loading
Rate
Group
Maximum Annual
Loading Rate
(in/yr)
Low - High
Geometric Mean
K,,,r Range
(in/hr)
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-C
13.0 - 19.5
0.003 - 0.015
Assignment to a SFR Loading Rate Group for each 15A NCAC 02T .0600
permit application shall be determined by the geometric mean of insitu
saturated hydrualic conductivity data collected in the most restrictive
horizon for each soil mapping unit within the irrigation area.
SFR-LRW 9-08
Re wired Flow
2 bedrooms
240 gal/day
87,600 gal/yr
3 bedrooms
360 gal/day
131,400 gaVyr
4 bedrooms
480 gal/day
175,200 gal/yr
5 bedrooms
600 gal/day
219.000 gal/yr
6 bedrooms
720 gal/day
1 262,800 gai/yr
Maximum allowable
irrigation: 131,400 gaUyr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
Page 55

orial Park
43 min qB p
Merge onto 1-85 S
Use the middle 2 lanes to take exit 46 for Inner
interstate 485,.,Outer Interstate 485 toward
Matthe,.vs,"'1-7'7N:, H intersville
Keep left at the fork, follow signs for 1-485 inner
SNatthews and merge onto 1-485 Inner
eo TaN',e exit 44 for NC-21 8 to-o.,ard Mint Hill
Turn ;eft onto NC-21 18 Ei Fairview Rd
r Turn right onto alien Black. Rd
Tum left onto Union Rd
461 Union Rd
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