HomeMy WebLinkAboutIMPV-07-2016-075114.TIF 37A CATAWBA COUNTY Case#
,T r Public Health Department Subdivision PHIL CLINE PROP
4��6y ,�I Environmental Health Division PIN# 362908884622
4tM / PO Box 389. 100-A Southwest I3lvd, Newton,NC 28658 LOTH 59-62 & 94-97
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NAME ON PERMIT: CHRISTOPHER FRYE, 2153 DOVE ST,
Site Address: 2153 DOVE ST, NEWTON NC 28658
Property Size: Square Feet: 30,056.40 Acres:0.69
Directions: East Hwy 10, turn right on dove st house on the left.
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Owner/Authorized Representative Acknowledgement of Permit Receipt
0 I certify that I am the owner or authorized agent (owner's authorization required) representing the owner of the
property described above.
- ( �V As the property owner or authorized representative, I have received the above referenced permit(s) as
/v requested in the application for service RBPR-06-2016-24177 by the following method(s):
Received in Person
Facsimile Transmittal (Return form with signature required)
Electronic Image Transmittal/E-mail (Return receipt required)
7(-/ aAs the property owner or authorized representative I have reviewed and understand the specific conditions
I7� of the permit issued, and further understand that all applicable regulatory requirements specified under the North
7(-
Carolina Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A .1900), and/or
Well Construction Standards (15A NCAC 2C .0100), shall apply to the issuance of this permit and the
construction of the wastewater system and/or water supply well permitted.
Permit Issue Date: 07/29/2016 0) p
3 Owner/Authorized Representative Signature _\ ik.a i es
Date 7 -2 1f 1b '
Documentation of Permit(s) Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of person sending permit)
Signature Date/Time
Method: Fax Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
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ehper m it 07/29/2016 12.19
,;(1.),A CATAWBA COUNTY 0 r -o r •yr r a Case# IMPV-07-2016-075114
Public Health Department Subdivision PHIL CLINE PROP
yy yl Environmental Health Division r31k ,ti PIN# 362908884622
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� PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 O LOTH 59-62 & 94-97
1842 sw 11-li-- r
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NAME ON PERMIT: CHRISTOPHER FRYE, 2153 DOVE ST,
Site Address: 2153 DOVE ST, NEWTON NC 28658
Property Size: Square Feet: 30,056.40 Acres:0.69
Directions: East Hwy 10, turn right on dove st house on the left.
Improvement Permit
Facility: Primary Residence
Permit Category: Expansion 13edrooms 3
WATER SUPPLY: Public Water
Basement? No Basement Plumbing? No
INITIAL SYSTEM SPECIFICATIONS
Permit Valid: Expires In Five Years: _X_ No Expiration:
Projected Daily Flow 360 g.p.d
Proposed Wastewater System: 25% REDUCTION
Type: 1116 - SYSTEM W/SINGLE EFFLUENT PUMP
PUMP REQUIRED
Permit Conditions:
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Required
Proposed Wastewater System: 25% REDUCTION
Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP
PUMP REQUIRED
Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper
drainage away from the septic system, including the direction of gutter flows or foundation drains, is not approved, and may result in failure to
approve the initial system installation, or the suspension/revocation of existing permits.
The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the
applicant/property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This
Improvement Permit is subject to revocation if the site plan, plat or the intended use changes,or if site conditions are altered. The
Improvement Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the
provisions of the North Carolina 'Laws and Rules for Sewage Treatment and Disposal Systems' (I5A NCAC ISA.1900). Neither
Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function
satisfactorily for any given period of time.
Steven Price 07/29/2016
AUTHORIZED STATE AGENT APPROVAL DATE
07/29/2021
Permit Expiration Date:
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpemtii 07/29/2016 12:19
RBPR 06-2016-24177
2153 Dove St,Newton
• Do not cut, drive, fill, or grade over septic or repair areas.
• Septic system must be 10 ft from property lines; 50 ft from wells; 5 ft from building
foundations and appurtenances; and out of right-of-ways and easements.
• Install a new 1,000 gallon pump tank and pressure manifold with 3 sch 40 /"taps. 2
taps will feed the new drain lines and 1 tap will feed the existing bed. If it can be proven
that proper fall can be achieved from septic tank to drainfield while maintaining a
maximum trench depth of 36 inches a pump tank may not be required.
• Install 160 linear feet of 25% reduction system with maximum trench depth of 36 inches;
proposed 2 lines total at 80 ft each on contour.
• There is a gray water discharge that is required to be cut off and must be rerouted into the
septic tank.
• Final grade of septic area must shed surface water off and away from system.
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DEPARTMENT OF HEALTH AND HUMAN SERVICESAD d Sheet /of (
DIVISION OF PUBLIC HEALTH,ENVIRONMENTAL HEALTH SECTION �D(,< 06 .-Zpt'6- 2 Y 171 PROPERTY IT)#:
ON-SITE WATER PROTECTION BRANCH COUNTY:_Catawba
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full)
OWNER: C.h'lit 4 "f/1fes _ APPLICATION DATE
ADDRESS: DATE EVALUATED: 3/70
PROPOSED FACILITY: PROPOSED DESIGN FLOW(.1949): PROPERTY SIZE:
LOCATION OF SITE: Z/S3 p.`-.t Si. PROPERTY RECORDED:
WATER SUPPLY: U Private g Public U Well U Spring 0 Other
EVALUATION METHOD: U Au1er Boring ,4Pit U Cut TYPE OF WASTEWATER: %Sewage 0 Industrial Process U Mixed
• • • •
t -s �
c.l
o t rr SOILMORPHOLOGY tOTHE$ ' --
(191), a =. PROFILE FACTORS
13` —w.
1940e''"' T' a '� : ' 1 A+Mlt r 'fib Y J4C �e 4
tt.gsk LANDSCAPE HORIZON} - til pROFH.E
POSITION/ t DEPTH
q 4S1213E W'' s , ) S :1941 1941 E"+r :SOIL " 1943 .: 1956 ••1.1944 CLASS •±"'3
w ' y' TEXTURE '''MINERALOGY ;COLOR; ' ;DEPTH, `CILASS •',HOAR • ,
CD— W `"56(C- .SC.-L se Ps
1LS g- lib J C(._ At jct. NA- (0 N 4 /t)✓i
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DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTI-IER FACTORS(.1946):
SITE CLASSIFICATION(.1948): (3
Available Space(.19451 f teS F lS /
System'Cype(s) yIW(e. / EVALUATED BY:
OTHER(S)PRESENT: sC f^ti,
vs-
Site LTAR 0.35- b. 3j
-
COMMENTS: (DEM.- .1 bfitsse.'g'est Acct `//`+e../ sw4 Sr el fJt)-� L7- `('0 •
) etie cs
Updated February 2014
16p. a6 - zait,— 241 7.7
Catawba County Environmental Health et)- Labs
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Parcel: 362908884622, 2153 DOVE ST 1 in=50ft
NEWTON, 28658
This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts
to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and
20
CALCULATIONS
Location
Project Number
Lot No:
No. of Bedrooms 3
Design Flow 360 0a'/day
LIAR 0.35 ga4/ft2day
EZ-Lay? (YES OR NO) YES
Supply Line Length 40 ft.
Supply Line Volume 6.96 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 260 ft. 2"SCH 40 PVC
Amount of Line from Layout 260 ft. GPM f
20 0.84
Gallons per Minute 21.33 gal/min j -0.88
25 1.27
Required Septic Tank Capacity 1000 gal. -1.28
Minimum Standard Tank Size 1000 30 1.78
-1.76
Lateral Line Volume 169.78 gal. 35 2.37
-2.25
Dosing Volume 118.85 gal. 40 3.03
Note: Dosing Volume based on 70% 43.07 3.48
of the lateral line volume. 45 3.77
48.14 4.28
50 4.58
57.11 5.89
60 6.42
Tank Draw Down 5.7 Generic Draw Down or 21 gather in.
Pump Run Time 5.57 minutes
Elevation Head 7 ft.
Pressure Head 2 ft.
Friction Factor 1.27 ft./100 ft. (From the interpolator.)
Friction Head 0.51 ft.
Total Dynamic Head (+15%) 10.93 ft.
6
SYSTEM
Line# Color Elevation Length Hole Size Flow/Tap gid Trench Area Line LTAR
1 YELLOW 98.6 80 SCH 401/2 7.11 120.00 240 0.50
2 ORANGE 97.5 BO SCH 401/2 7.11 120.00 240 0.50
3 BLUE 96.5 100 SCH 401/2 7.11 120.00 300 0.40
total feet = 260 gal/min= 21.33
Des.Flow 360
Pump Run= 16.88
soil LTAR 0.35
(EZLAY!tar+5%) 0.3675
LTAR with INNOV.+5% 0.466666687
LIAR with INNOV. 0.49
%a7911.4, 3e4 to V 601kgroSt -
t.:-... 3 1 rp� �i
4n q e�vA/t-L 4) Lia a I
/rho '
360 e . '36 a ( ozs or
_ R-t
6,0 1 .<11.1,9 6:key,
t_ y,.. + 6 -11.4