71-10 OVERSIZE PLANS

NOTES:
1. OWNER: LOUIS A. JR, & PATRICIA W. NASSEF
63 OVERLOOK DRIVE
DANVILLE, PA 17821
C/O MIKE GOLTRA
2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAWK, NC 27949
3. RECORDED REFERENCE: DB. 1023, PG. 635: D.B. 1697, PG. 22 BCR
4. PROPERTY IS CURRENTLY LOCATED IN F.I.R.M. ZONE AE (EL 10.0') (SUBJECT TO CHANGE BY F.E.M.A.)
5. PARCEL AREA: PIN: 5694-53-6138 a 8.260 SQ.FT. (0.19 ACRES)
PIN: 5693-53-7202 5,792 SQ.FT. (0.13 ACRES)
TOTAL AREA - 14,052 SQ.FT. (0.32 ACRES)
6. SEPTIC SYSTEM:
ACTIVE SYSTEM:
1) DESIGN FLOW.-
6 PERSON SLEEPING CAPACITY O 60 GPO / PERSON = 360 GPD
2) LONG TERM APPLICATION RATE (LTAR): ACTIVE = 1.0 GPD/SF
3) ACTIVE: PURAFLO 810FILTRATION SYSTEM - 360 SF (REDUCTION IN HORIZONTAL SETBACK UTILIZED FROM PAMLICO RIVER)
4) UTILIZE 15A .1945 RULE (NO REPAIR AREA SHOWN)
5) UTILIZE 15A .1951 RULE (REDUCED SETBACKS FROM PROPERTY LINE) 115A .1950 (12)1
9. COVERAGE
PROPOSED COVERAGE:
HOUSEAND DECKS............................................................................................... 3,077.21 SQ.FT.
TOTAL - 3,077,21 SQ.FT.
BEAUFORT COUNTY COVERAGE - ( 3077 SQ.FT./ 14,052 SQ.FT.) x 100 - 21.9%
PROPOSED COVERAGE WITHIN 50' TAR PAM BUFFER:
PURAFLOPEAT UNITS................................................................................................ 40.9 SQ.FT.
TOTAL - 40.9 SQ.FT.
7. SETBACKS SHOWN ARE AS PER BEAUFORT COUNTY AND MUST BE VERIFIED.
THEY DO NOT REFLECT ANY RESTRICTIVE COVENANTS THAT MAY EXISTS.
WASTEWATER SYSTEM NOTES
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK. PROVIDE
ADEQUATE MEANS OF SUPPORT AND PROTECTION IF UTILITIES ARE TO REMAIN IN PLACE.
2. REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS INTERFERING WITH INSTALLATION OF
NEW CONSTRUCTION UNLESS NOTED OTHERWISE.
3. NEW WASTEWATER SYSTEM DESIGN PARAMETERS:
,6CTIVE SYSTEM:
DESIGN FLOW: 6 PEOPLE O 60 GALLONS PER DAY (GPD) PER PERSON - 360 GPD
LONG TERM APPLICATION RATE (LIAR): 1.0 GPD/SQ.FT. FOR A PEAT BIOFILTRATION SYSTEM AS SET BY THE BCHD. UTILIZE
(REDUCTION IN HORIZONTAL SETBACK (NO REDUCTION IN BED AREA)
4. UNLESS OTHERWISE INDICATED ON THE PLAN, CONSTRUCTION OF SEWAGE COLLECTION, TREATMENT AND DISPOSAL SYSTEM IS TO
CONFORM WITH SECTION .1900 "LAWS AND RULES FOR SEWAGE TREATMENT AND DISPOSAL SYSTEMS" OF NORTH
CAROLINA ADMINISTRATIVE CODE, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCE$ DIVISION OF ENVIRONMENTAL
HEALTH, ON -SITE WASTEWATER SECTION (15 NCAC 18A.1900) AND INNOVATIVE APPROVAL IWWS-98-R3.
5. CONSTRUCTION OF SEWAGE COLLECTION SYSTEM, TREATMENT AND DISPOSAL SYSTEM IS To CONFORM WITH ANY CONDITIONS IMPOSED
BY THE LOCAL HEALTH DEPARTMENT.
6, MATERIAL USED FOR COLLECTION AND DISPOSAL SYSTEM SHALL CONFORM WITH SAME REQUIREMENTS AS 04 ABOVE.
7. FILL MATERIAL SHALL HAVE SUCH SOIL TEXTURE TO BE CLASSIFIED AS SAND OR LOAMY SAND (SOIL GROUP 1) UP TO THE TOP OF
THE NITRIFICATION TRENCHES. THE FINAL SIX INCHES OF FILL USED TO COVER THE SYSTEM SHALL HAVE A FINER TEXTURE
(SUCH AS GROUP If. III) FOR THE ESTABLISHMENT OF A VEGETATIVE COVER,
THE FILL MATERIAL AND THE EXISTING SOIL SHALL BE MIXED TO A DEPTH OF SIX INCHES BELOW THE INTERFACE. HEAVY
VEGETATIVE COVER OR ORGANIC LITTER SHALL BE REMOVED BEFORE THE FILL MATERIAL IS INCORPORATED.
8. WELL POINTS AND PUMPS SHALL BE SUFFICIENT IN SIZE AND SPACING TO DRAW DOWN WATER TABLE TWO TO THREE FEET BELOW
REQUIRED EXCAVATION FOR SEPTIC AND PUMP TANKS.
9. GRADES SHALL BE ESTABLISHED TO DIVERT RUNOFF AWAY FROM TANKAGE. FINAL GROUND ELEVATION ABOVE TANK SHALL BE AS
INDICATED ON THE DETAIL SHEETS.
10. ALL SURFACE RUNOFF SHALL BE DIVERTED AROUND AND AWAY FROM THE DRAINFIELD AREA. FINISH GRADE SHALL BE LANDSCAPED
TO PREVENT PONDING OF SURFACE WATER. VEGETATE DRAINFIELD AREA AS SPECIFIED IN LANDSCAPE PLAN (BY OTHERS).
ALL DRAINFIELD AND REPAIR AREAS SHALL BE SEEDED AND MULCHED
ACCORDING TO THE FOLLOWING SPECIFICATIONS:
PERMANENT VEGETATION
TEMPORARY VEGETATION
SEEDING DATES: APRIL 1- SEPT 30
SEEDING DAIFS: OCT. 1 --MARCH 31
SEED MIXTURE APPUCARON RATES/ACRE
SEED MIXTU_kE APPLICATION RATES/ACRE
BAHIA 30 LBS..
RYE GRAIN 175 LBS.
COMMON BERMUDA 50 LOS.
(UNHULLED)
FIER-�nR
GERMAN MILLETT 15 LB&
10-10-10 O 750 LB/ACRE
FESCUE 20 LBS.
MULCH
FERTILIZER
10-1G-10 O 500 LB/ACRE
APPLY 4.000 LB. STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
MULCH
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT
NETTING. OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL SEEDING
SPECIFICATIONS
BOUNDARY/SITE PLAN INFORMATION TAKEN FROM SITE PLAN BY DANIEL
LYNN COCHRAN DESIGN (511 WEST 2ND STREET, WASHIN(TON, NC
27889 - 252-362-0147) OBTAINED IN ELECTRONIC FORMAT FILE:
A1.NassefSitePIan.DWG.
DRAWING FILE: P10006-BASE.DWO
PLOT SCALE: 1:20
feat Biofilter far Wastewater Treatment
Single House Installation
Biofilter Modules on
Stone Drainfield
Gravity
Line from
House
Effluent
Filter Treated Wastewater Percolates
into Soil Under the System
Septic Tank Pump Tank
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PATRIG/A D. H. ]'ANKARD
D.B. 1013, P6. 652
PIN: 5694-53-5262 r
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JI 50' TAR-PAM
B VIEuPLAN� (MUST BE VERIFIED)
PLANS TO BE USED FOR THE CONSTRUCTION/
INSTALLATION OF THE WASTEWATER SYSTEM ONLY.
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D.S. 1697, P6. 823
PIN. 5594-63-5164
FAML ICO FI VEF
('5W' HA TER CL A55IF16ATIONI
GRAPHIC SCALE
20 0 10 20 b
( IN FEET )
I Inch = 20 ft.
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PIN M14-63-5961
(MUST BE VERIFIED)
35' BUFFER
7JREDCiE0 SETBACK
FOR UWASTEWATER
SYSTEM)
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PROPOSED GRAVEL FOR WASTEWATER SYSTEM
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EXISTING IRON IN CONCRETE
i) EXISTING GROUNDWATER WELL
EXISTING WATER METER
EXISTING TREE AS SHOWN ON SITE PLAN
BEFORE YOU DIG ! I
CALL TOLL FREE
1-800-632-4949
IORTN CAROLINA
ONE CALL
TE.
THE DATA GIVEN ON THESE PLANS IS BELIEVED
10 BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
10R 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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COMNSSION NO.
P10006
DESIGNED BY
JJA TAS
DRAWN BY
TAS
CHECKED BY
JJA
ISSUE DATE
4/5 10
SHEET NO.
OF 2 SHEETS