HomeMy WebLinkAboutIMPV-06-2016-073744.TIF RBPR 04-2016-23736
1176 Wisteria Dr, Hickory
AC
• Do not cut, drive, fill,or grade over septic or repair areas.
• Septic system must be 10 ft from property lines; 100 ft from wells and streams; 15 ft
from basements; 5 ft from appurtenances; and out of right-of-ways and easements.
• Install a new 1,500 gallon septic tank and 1,500 gallon pump tank,pumped to pressure
manifold with 5 sch 40 V2"taps.
• Install 515 linear feet of 25% reduction system with maximum trench depth of 24 inches;
proposed(5) lines 103 ft each on contour.
• Final grade of septic area must shed surface water off and away from system.
• Reference tree, oak with ribbon wrapped around it must be left in place until system is
installed as a reference.
WELL
• Well should be 5 ft from property lines; 25 ft from structures; 100 ft from septic systems;
and out of right-of-ways and easements.
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DEPARTMENT OF HEALTH AND HUMAN SERVICES 46/4 o y_ / _ 1373 6 Sheet'of?
DIVISION OF PUBLIC HEALTH,ENVIRONMENTAL HEALTH SECTION PROPERTY ID#:
ON-SITE WATER PROTECTION BRANCH COUNTY: Cc/-4r
SOIL/SITE EVAL ATION
/��,t�..� (a c, yy for ON-SITE WASTEWA ER SYSTEM
OWNER: `n�H (Complete all fie in full)
5 _ APPLICATION DATE
ADDRESS: DATE EVALUATED:
PROPOSED FACILITY: PROPOSED DESIGN FLOW( 1949): PROPERTY SIZE:
LOCATION OF SITE: PROPERTY RECORDED:
WATER SUPPLY: ❑Private ❑Public ❑Well ❑Spring ❑Othe
EVALUATION METHOD: ❑Auter Boring ❑Pit ❑Cut TYPE •l WASTEWATER: 0 Sewage ❑Industrial Process ❑Mixed
P
R SOIL MORPHOLOGY OTHER
P (.1941) PROFILE FACTORS
1 .1940
LANDSCAPE HORIZON
POSITION/ DEPTH PROFILE
a SLOPE%. (IN.) . 942
.1941 .1941 `t IL .1943 .1956 .1944 CLASS
STRUCTURE/ CONSISTENCE/ WE NESS/ SOIL SAPRO RESTR <AR
TEXTURE MINERALOGY C t LOR DEPTH CLASS HOR1Z
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DESCRIPTION • INITIAL SYSTEM REPAIR SYSTEM OTHER FAC(IORS(.1946):
/) C e� SITE CLASSIFICATION(.1948):
Available Space(.1945) 1 J f
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EVALUATE BY: � -1" •
System Type(s) Scat e Qn`n OTHER(S)P SENT:
Site LTAR 6,r9C p
COMMENTS: 5"-t.
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Updated February 2014
SOIL/SITE EVALUATION Sheet 2 of
DEPARTMENT (Continuation Sheet-Complete all field in full) PROPERTY ID#:
DIVISION PUBLIC HEALTH HUMAN SERVICES 45(� bCf �`- 237,36 DATE OF EVALUATION:
ENVIRONMENTAL HEALTH SECTION COUNTY:
ON-SITE WATER PROTECTION BRANCH
e
P
o SOIL MORPHOLOGY OTHER
P (.1941) PROFILE FACTORS
.1940 -
E LANDSCAPE HORIZ .1942
POSMON/ ON .1941 .1941 - SOIL .1943 .1956 .1944 PROFILE
a SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
ON.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ <AR
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COMMENTS:
Updated February 2014
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Parcel: 269902691861, 1176 WISTERIA DR P.44..,..-re. {° cif' WS S69°rte 1 in=100ft
HICKORY, 28602
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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 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
personnel,disclaim,and shall not be held liable for any and all 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
06/16/2016
20
CALCULATIONS
Location
Project Number
Lot No:
No. of Bedrooms 6
Design Flow 720 gal/day
LIAR 0.3 99'42
EZ-Lay? (YES OR NO) YES
Supply Line Length 70 ft.
Supply Line Volume 12.18 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 515 ft. 2"SCH 40 PVC
Amount of Line from Layout 515 ft. GPM f _
20 0.84
Gallons per Minute 35.55 oai/min I -0.88
25 1.27
Required Septic Tank Capacity 1500 gal. -1.28
Minimum Standard Tank Size 1500 gal. 30 1.76
-1.76
Lateral Line Volume 336.295 gal. 35 2.37
-2.25
Dosing Volume 235.41 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
$7.11 5.89
60 6.42
Tank Draw Down 11.2 Generic Draw Down of 21 gal.per in,
Pump Run Time 6.62 minutes
Elevation Head 12 ft
Pressure Head 2 ft.
Friction Factor 3 ft./100 ft. (From the Interpolator.)
Friction Head 2.10 ft.
Total Dynamic Head (+15%) 18.52 ft.
tctits :trot.E„^,aSS+:v,3, -a n)..,ril 'aira>..rnazciw,d^ n'm.'"� '. ..46.4. `..3,veviet?d 14o: r9c (ai a ..''eA. .r"t.',.
6
SYSTEM
Mne# Color Elevation Lenath Hole Size Flow/Tao MO Trench Area Line LIAR
1 YELLOW 102 103 SCH 40 12 7.11 144.00 309 0.47
2 ORANGE 100 103 SCH 4012 7.11 144.00 309 0.47
3 BLUE 103 SCH 40 1/2 7.11 144.00 309 0.47
4 RED 103 SCH 40 12 7.11 144.00 309 0.47
5A PINK 103 SCH 40 12 7.11 144.00 309 0.47
total feet = 515 gaIJmin= 35.55
Des.Flow 720
Pump Run= 20.25
soil LIAR 0.35
(EZLAY Itar+5%) 0.3675
LIAR with INNOV.•5% 0.466666667
LTAR with INNOV. 0.49
7-1
,y,A CATAWBA COUNTY 0 - - 0 Case# IMPV-06-2016-073744
.71 �L Public Health Department �...- , ti - Subdivision
G\ r.®3 'j Environmental Health Division ;:117.1 ' Le '2.. PIN# 269902691861
a,ql Y PO Box 389, 100-A Southwest Blvd,Newton.NC 28658 1-.p is LOT#
/H, i, -1't'`
0? Y 0... {.Oti
NAME ON PERMIT: JESSE MALLEAUX, 3351 2ND ST PL NW, HICKORY NC 28601
Site Address: 1176 WISTERIA DR, HICKORY NC 28602
Property Size: Square Feet: 620,294.40 Acres:14.24
Directions: Hwy 127 in Mountain View, on to Huffman Farm Rd, turn right on Pittstown Rd, First right on to River Birch,
turn 2nd Left on to Mulberry, first right onto Winding Oak Dr, first left onto Wisteria Dr. Gate at very end of
cul-de-sac
Improvement Permit
Facility: Prim Res/Acc Dwelling
Permit Category: New Septic Bedrooms 6
WATER SUPPLY: Private Well
Basement? Yes Basement Plumbing? Yes
INITIAL SYSTEM SPECIFICATIONS
Permit Valid: Expires In Five Years: _X_ No Expiration:
Projected Daily Flow 720 g.p.d
Proposed Wastewater System: 25% REDUCTION
Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP
PUMP REQUIRED
Permit Conditions:
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Required
Proposed Wastewater System: DRIP IRRIGATION
Type: IVA-ANY SYSTEM writ-I LPP DISTRIBUTION
PUMP REQUIRED ***** OPERATOR 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 lop Sewage Treatment and Disposal Systems' (15A NCAC 18A.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 06/21/2016
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 06(21(2021
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpennil 06/21/2016 09:05 Page t ef3