HomeMy WebLinkAboutWQ0031246_More Information (Received)_20230201NOTES:
1. OWNER:
MARY LOU PENNY DURNEY
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170 AIRPORT ROAD
MANTEO, NC. 27954
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2. ENGINEER:
ANLAUF ENGINEERING, PLLC
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4721 W. ECKNER ST.
KITTY HAWK, NC 27949
TEL.: (252)489-7143
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EMAIL: jjanlauf@gmail.com
3. APPLICANT:
MARY LOU PENNY DURNEY
170 AIRPORT ROAD
MANTEO, NC. 27954
Know what's below.
4. PIN NUMBER:
987008890607
5. PARCEL NUMBER: 024234070
Call before you dig.
6. PURPOSE: CONSTRUCTION OF A 3-BEDROOM SINGLE FAMILY DWELLING
7. ADDRESS: 157 AIRPORT ROAD, MANTEO, NC 27954
8. LAND PARCEL AREA: 12,800 SQ.FT.
9. RECORDED REFERENCE: D.B. 2459, PAGE 742
10. PROPERTY IS CURRENTLY LOCATED IN F.I.R.M. ZONE X,
MAP NUMBER: 3720987000K, EFFECTIVE DATE 6/19/20
(SUBJECT TO CHANGE BY F.E.M.A.)
11. SITE ZONING: R-1. LOW DENSITY RESIDENTIAL
12. SEPTIC SYSTEM:
PROPOSED ACTIVE:
DESIGN FLOW: 3 BEDROOMS ® 120 GPD/BEDROOM =360 GPD
LONG TERM APPLICATION RATE (LTAR) = 0.8 GPD/SF FOR CONVENTIONAL DRAINFIELD
DISPOSAL AREA REQUIRED = 450 SQ.FT.
FOUR (3) LINES 50 L.FT. EACH 9' O.C.
INSTALL NEW 1,000 GALLON SEPTIC TANK
REPAIR SYSTEM:
REPAIR AREA - 21' X 50'
13. SURVEY DATA TAKEN FROM ELECTRONIC FILE ENTITLED "2009429-EMAIL.DWG" AS PROVIDED BY
SEABOARD SURVEYING & PLANNING.
14. HOUSE DESIGN BY OTHERS.
15. LOT COVERAGE
HOUSE & STAIRS.........................................2,255 SQ.FT.
DRIVEWAY & SIDEWALK,,,,,,,.....909 SC FT.
TOTAL 3,164 SQ.FT.
PARCEL AREA = 12,800 SQ.FT.
PERCENT COVERAGE = 3,164 SQ.FT./12,800 SQ.FT. X 100 = 24.71%
ALLOWED COVERAGE = 30%
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NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
1
SANITRONO HIGH CAPACITY SYSTEMS
DIMENSIONAL DATA
Figure 11 - S2400C& S5,000C Dimensional Data
15 1/4" [3 TI`NG mJ
MOUNTING
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5 Sl8" [142.88Ilf
09/32• 107.14mml
MOUNTING
MOUNTING
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TYP 4 PL.
12" [304.80mm]
WIPER STROKE
52 1/8" [1323.96mm]
50" [1270.10mmJ
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2" NPT
38 5/16" [973.14mm]
INLET/OUTLET
19 5/32"
SIGHT PORT -� [486.56mm]
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SANITRONI% S2400C
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38 5/16" [973.14mm] TYP.
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SANITRON11 S5,000C
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Sheet Name
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This submittal Drawing is CONFIDENTIAL and is
provided for the sale purpose of ens u nag Customer
DPp-1.faCuslomery not use thisna b illol
g any otfl purpose. and may nat disctase
it to third parties or replicate in any way praduds
embodied herein.
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DESIGNED BY
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ISSUE DATE
6/22/22 ,
SHEET NO.
1
DRAWING FILE: AX-MAX UNIT.DWG
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COMMISSION NO.
P1501
DESIGNED BY
JJA
DRAWN BY
JJA
CHECKED BY
JJA
ISSUE DATE
6/22/22 ,
NOTE: SHEET NO.
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
,OF 3 SHEETS,
r-1
01
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
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\—* Polishing Pumps
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CONCRETE SLAB
• • • •
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CONCRETE SLAB
----------
Max 175-42 (PHASE 3)
3 Stake Unit Plan View
N.T.S.
AX-Max 175-42 (PHASE 2)
3 Stage Unit Plan View
N.T.S.
* Recirc. Pumps
• * — -•--•
- --
1" SCH 80 PVC ANOXIC RETURN LINE
* Upflow Filter Pump —• (ALL ABOVE GROUND PIPE TO BE WRAPPED
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1"0 Chemfeed
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CHEMICAL
'COMMISSION NO.
P1501
PERST
DESIGNED BY
JJA
Mi
DRAWN BY
JJA
CHECKED BY
36X36 1�.
JJA
ISSUE DATE
A`
,
6/22/22 ,
SHEET NO.
3
DRAWING FILE: AX—MAX UNIT.DWG
PLOT SCALE: 1 "=20'
,OF 3 SHEETS,