HomeMy WebLinkAboutIMPV-04-2018-098321.TIF y$ CATAWBA COUNTY Case51
,LT rr l ,, Public Health Department Subdivision
G r �1 —. Environmental Health Division PING 373506372815
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44' PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 LOT#
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NAME ON PERMIT: JONATHAN SPATZ, 4068 PINECREST DR, HICKORY NC 28601-8750
Site Address: 5593 37TH ST NE, HICKORY NC 28601
Property Size: Square Feet:51,400.80 Acres:1.18
Directions: Left off of Sulphur Springs Rd onto 37th St Dr NE, turn left on 37th St NE, property at end
Owner/Authorized Representative Acknowledgement of Permit Receipt
J> I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of
the property described above.
r1-5 As the property owner or authorized representative, I have received the above referenced
permit(s1) as requested in the application for service RBPR-01-2018-28135, by the following method(s):
/Received Received in Person
Facsimile Transmittal (Return form with signature required)
Electronic Image Transmittal/ E-mail (Return receipt required)
>1 As the property owner or authorized representative I have reviewed and understand the specific conditions
of the permit issued, and further understand that all applicable regulatory requirements specified under the
North 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: 04/17/2018 _
Owner/Authorized Representative Signature .' i
Date V30/n2
Documentation of Permit(s)Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (imine 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
We wantt tto hear from yo&Please ttake a few momentts tto complette our custtomer service survey att
http://www.surveymonkey.com/s/EHCusttomerService
ehpennir 04/192018 16:18
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Parcel: 373506372815, 5593'37TH ST NE , 1in=60ft
HICKORY, 28601 , QD 6K' 3i
This ma !re ort roduct was prepared h. p lyt lot`
-. (5�,( lob , i
p p p p e ared horn the Catawba Cour NC Goos atial_Information Services Catawba County has made substantial efforts
to ensure the accuracy.of location and labeling Information contained on[his map or data on this report.Catawba County`promotes and recommends
the Independent vedhcalion of any data contained on this map/report product by the user;The County of Catawba,Its employees,agents.and
p or the liable to any and all damages,loss or.liabilay,whether direct,indirect or consequential which arises or may
ese fromo ;thisisUalm and shall not be of by any person or entity. ,r •
pheld liable for
•
arise map/report rodua
Copyright Catawba County NC,.,, _ •
t '' 04/172018
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GEPARTMPNT.OF.I1'ALT114WD IIUMIANSFRV ILLS "` 'Sheet iod_
DIVISION OF PUBLIC HEALTH,LENVIRONAIPN 1-AL HEALTH SECTION. p [PROPERTY ID 0:
ON-SITE WATER PROTECTION BRANCH (51:519(2-- O 1- ?F(g•' `24 Of COUNTY: Catawba_ I,
SOIL/SITE EVALUATION
I
for ON-SITE WASTEWATER Sl'STE(N
(Complete all fields in full)
OWNER: ---C-. L •n1 APPLICATION DATE
ADDRESS: 7 . y - e�DATE EVALUATED: 7 Zy.{ Is
PROPOSED FACILITY: (y it' PROPOSED DESIGN FLOW CI949): 1- J'o PROPERTY SIZE: es 2/4/4
LOCATION OF SITE: .SS 91 37r -Cr .✓L-- PROPERTY RECORDED:
WATER SUPPLY: ❑Private 0 Public [2 WetI 0 Spring ❑Other
EVALUATION METHOD: '0 Auger Boring .1')}:6Pit ID Cut TYPE OF WA VI E\VA1 FR ❑Sewage ❑ Industrial Process r\4ixed
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III 66 It '
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SOI LI RI IIOLOG V II
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STRUCTURE:/ CONSISII NC!! WETNESS( SOIL ISR
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DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS (.1946):
A� ilable"Space(.1945) . IS PS SITE CLASSIFICATION(.1918): /1 /`0
. PWS EVALUATED BY: C-' - -f'-..,
S'stem'1'vpe(s) -1A it.1- )?y) I/' Id- r. OTII ER(S)PRESENT:
Site LIAR L.f}S- OS 0115—
COMMENTS:
Updated February 2014
' S(NIL/SITE EVALU'ATI ONSheet7- of),_
(Continuation Sheet-Complete MUM&in full)
DEPARTMENT OF HEALTH AND HUMAN SERVICES PROPERTY ID S:
DIVISION OF PUBLIC HEALTH - DATE OF EVALUATION: 3/4y A 5119
ENVIRONMENTAL HEAUI'HSECTION ��-O o COUNTY: C ,..(ti
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ON-SITE WATER PROTECTION BRANCH l21-
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i)lil''I'dl 'll\1'1)ItI.: MI\ERALOC\ COLORCI AS'. `1101217. I;I',\R It
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COMMENTS:
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Updated February 2D14
1' 7 • .. t
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DEPARTMENT OF IIEACRm AND HUMAN SERVICES Sheet oT\ :
- DIVISION OF PUBLIC HEALTH,ENVIRONMENTAL HEALTH SECTION PROPERTY ID 41:
ON-SITE WATER PROTECTION BRANCH COUNTY: Came ba
SOILISITE EVALUATION
for ON-SITE WASTEWATER SYSTEM -z87_f(-
� I (Complete all fields in full)
OWNER: �b1k:�,/`W. S)ek _ APPLICATION DATE.
ADDRESS: DATE EVALUATED: Z/e/dr
PROPOSED FACILITY: Wee" PROPOSED DESIGN FLOW(.1949): YA'a PROPERTY SIZE:
LOCATION OF SITE: _53-93 37 ' Sf'NLS' PROPERTY RECORDED:
WATER SUPPLY: 0 Private 0 Public Ia.Well 0 Spring 0 Other
EVALUATION METHOD: 0 Auger Boring' 'Pi‘Pit 0 Cut TYPE OF WASTEWATER: P6ewage 0 Industriai'Process 0 Mixed.
R SOIL.MORPHOLOCY OTIIER,
0
F (.1941) ' ' '':PROFILE`FACTORS -
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.1940i. 1
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tt SLOPE% (IN'.) 1942
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.1914
STRUCTURE/ CONSISTENCE/ WI INLSS/ SOH SA PRO RFS'I'R &,I:IbUR 1:
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DESCRIPTION INI'I'IAL SYSTEM 4 ,REI'AIRSYSTEM OTHER FAcTOR',(.1946): 1'
SITE CLASSIFICATION(.1948): •
Available Space(.1995) PS PS
EVALUATED BY:
I System Type(s) O'I'l IER(S)PRESENT:
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Parcel: 373506372815, 559337TH ST NE lin=60ft
HICKORY, 26601 •
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This map/report product was prepared from the Catawba County,NC Geospatlal Information Services. Catawba County has made substantial efforts
.to ensure the accuracy of location and labeling information containedon this map or data on this report.Catawba County promotes end recommends
the independent verification of any data contained on this map/report product by the user.The County of Catawba,Its employees.agents,and
personnel,disclaim,and shall not be held liable for any and al damages,loss or liability,whether direct,indirect or consequential which arises or may
arise from this map/report product or the use thereof by any person or entity.
Copyright 2014 Catawba County NC
041172018
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Z8f3s 20
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CALCULATIONS
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Location
Project Number
- Lot No:
No. of Bedrooms(-'.. 41
Design,Flow 480 gaj'day
• LTAR 0.3 gai/a day
EZ-Lay? (YES OR'NO)t YESt
Supply Line Length 280 ft.
Supply Line Volume 48.72 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 268 ft. 2"SCH 40 PVC ,.
Amount of Line from Layout 268 ft. GPM f
20' 0:84
iGaflons per Minute 35.55°a/m;n +II r -0 88
25 1.27 '
Required Septic Tank Capacity 1000 gal. 1 28 -'
MinimumStaridatd Tank Size': 1000 30 1.78
rr
Lateral Line Volume 175.004 gal. 35 2.37
y ti i.., -2 25--
Dosing Volumes-,-223.1:101 gal. 40 3.03
note: Dosing Volume based on 70% T43.07 3.48
of the lateral line volume. .45 3.77
48h14
,1-47f87
50 4.58
r 57 11' ,l 5 89^
-11,,,60 J�i1i1642'"1'.
Tank Draw Down 10.6 Generic Draw Down of 21 gat.per in.
Pump Run Time 6.27 minutes
Elevation Head l 1 24 ft.
Pressure Head, 21 ft.
Friction Factor, 3.034 ft./100 ft. (From the interpotatec)
Friction Head 8.48 ft.
Total Dynamic Head (+15%) 39.66 ft
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f
# 283
6
' SYSTEM
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Line# Color Elevation, Length ;Hole Size FlowfTap ppd Trench Area Line LTAR
• 1 - 52. SCH401/2 7:11, 96.00 156 0.62
2 52 SCH 40 12 7.11 96.00 156 0.62
3 52 SC11401/3 7.11 96.00 ,156 0.62. .
4 56 SCH 40 1/2 - 7.11. 96.00 '168 0.57
5 56 SC1140 12 7.11 96.00 168 0.57
total feet = 268 galfmin= 35.55 ,
• Des. Flow 480
Pump Run= 13.50
soil LTAR 0.3
(EZLAY Itar+5%) 0.315
LTAR with INNOV.+S% 0.4 w.�..
LTAR with INNOV. 0.42
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