SW7060702_APPROVED PLANS_20070105

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
4/3Z 7WU5�
YYYYMM D D

A,
ISENCH kgARK
To' IV SCR:-E-4-1�
TC 12.35 TC 12 54 7I__1 till
1 DUAAPSTER Pk) !FL 111,13L P�=� TC '3 14 IT13P OF RFBAR
is_ ___7 4, IEL- 12 82' (t.G\00
rF_ L �12 �41
it , - I - I g LLA
TTp
-ARo E 'C' surFER Al,._Apj r
Aa.( It
10' S=
It
2- CURS �WTTER (r-P.)
NO PA-RKING FIR- LANE 4EN y
PAIRKWAY -A
Fnm T2-0'
R 50' TIC 114� It
24:,
Cu 9
2' VALLEY�GUTIER 75 LOAD,
2 12'x LOADING ZONE 12'x 75' LID
__TAJ ADIN
(gkv�bc At Z
Ic 1, 0. L
CI 1 .1 ITE
Upp R= 5' T :12 _�s
211,. 0' TOTAL
1.If
t x 12 LINES 0 58. 5' Fl�
III rC 12.23
�C_Tl DR AIM IELO 1335
i IT
r
CURB S-E LUCATEUD 13 W-LES SCxj'M. _f ;HE
R=&T
jn�,UGNDI.TC AND
*&Y eR!C
34 P,�RK WAkY
12* O.H. DOOR IF.F-E-- 13.5' R $ _,5� WEST
75 WLtS Or *Fr�Gi-T BROGE x rj_v
T�p\ 3' FLUME TRA%SiTION BACK
1 EA- UNIT 115�108 S.F. TOTAL E TAIL) 89; To PGi1NffT (SEE DE - EXIIIINC ID A)iTCH UqNG
R-6V dr IMENEAL
R - f A, k
'.4 88 7.5' 1
'DO NOT DrW V! C I NITY NIA A P
SIGN j SP-H
3158 S_ F. 2,520 S.F. 2.52CU S.F.Z520 S.F. UN'T #9 UNIT 110 UNIT Ir.1 UNIT jr.2 U41T 113 LNIT #14 's
C-0. 2,520 S.F. 2.520 S.F.
-- e f ( '.' e
DRA-N`!N� INDEX
25 � ma a - � I
- - - - I - - - - - I
L;
6' 4AIN SEWER DRAVN 0 1
: - - - - - _ - x BS'`- �) - - . 7� t - ! = " ( < S�,E T NIIAo3EP DE�__R-PTION
i SHEET I OF 2 CI04AWERCIAL SITE PLAN
t 25.3
21 z
SHEET 2 OF 3 LPP WASTEWATER DISPOSAL
CAP
FI; '�T_ 114 Ncw ICY -REA-MENT SYS-EM
REPAIR DRANFIE-D PAM, 1:1Z f SHEET 3 IF 3 -'ONSTRUC-90N XETAFLS� SE-11 & ERGS
12 24.1 .83,
&I rON TROL PLAN
t-:rA�.:� jl.U4 21%
us T
C04C SIDEWALK E)(IS7NG ITCH 5 -19 - - 5' CONC. SCIEWALK f 9
33 5 1 ;-­1 - 11 i 3 �� I __ - - - __ - TO OE FILLED
lei' 5 AND . RELOC-ATE3 _L
P 3. 2 u
,59 1 431
--6
OKI-CAL J�r
41 5
'72; _731 1 7�, 1 75 1 4.04 1 1 E7
/8 .791
'1�7QELEFATfN LANE QETX' LEC-E.Nn
113 PA;:.Ki'
'Jit
E
L1,3 �,,3 �4 •
.31 1'- 40' I
=3
NO SrAcE:
F7_ =123V b #4 E)rS7Nc� SPOT VIEVA71001
0 F**-*IE-v GRADE
I T a �yx 0.5% PARKWAY 16- Y 70- 'S-rE
2 Y` 'I i� PPnPO'Z:ITOP OF CI�PB El--rVATK-^
In QjF8 TRI kNGLE PR`VOx� FLC* L04E ELEVA11,014
';fL 11.77
2' VALLEY G U T'_T F L�q
2
T
ul Z� PFOF�_D HYDRANT
2.507 CAL (SEE DE.AIL
4
T 3 OF 3) 24' lei ErSTIA4 DITCH
A� wo ILI SEPTIC TANK
4 of
INV, IN 8_77' is jt� 2� EPSKC TREELIKE
2 HAX[*C 111 3 94
c%d PAPYWAY
J 50, WIN. EOP I' FROM 8,ArqAG AFtKING 44 FARF*Af CUR9
SEPARATION
lot
o -C 13.96 1-� 1 75
j,
10,
PROV!C_ 64 DIP SLEEVE JCONTqfx
P�;�r-!Nz 7A'15 .4 INV
FOR SUPPLY LINE PANEL ��4 a 1
-20" INSFALL 2' GATE VALVE.
")I
-0
ij WATER S'__R'�AaS
CONCRETE FLUME 0 &3% UNIT #8 T _ET 3 OF A)
q= TO f4 0- 4
<_) I i B 8EA4FfiT'4 PAVEMENT '50 :4 r
Fc 3' MANL� -0. 3
2VX I;Y WIC Ib
x 2.036 GAL 2.520 S.F.
J.
H2O PUMP TALC 701
'K R --fs' HN:RA%T
1(�DEE TAIL_ S"7F
0
!_ I - IX 5r?,'�O S.F. TOT 1-4 1" __21
9:1 I-< - 7 fFTE-- 1-3.5' (T�F)j If >-: L_Lj �i� GRA%CL OR ABC 57OW 6' PoCK
0 D Tf �, TIFY R -35%
�D . - Dti'Ap
z L ag -.% �_&w 11111
-�T W/ FEES
r- PROPOSED
------- RAIUP 1, 1 ILI
Li '-C 6' MAN SEOER DRAIN LANDSCAPE AREA c1l
R-15-
z IM
C.O.
z
_j A Z
z to I A <
cri -236
LsJ 4.0% insir 4t
- ') X �- - c -. " � T-
R-50
b k- 4
UNIT f7i op
R-65'
0
2.`520 S.F.
0 44�
=4�
_M11
4 15'
4 FAPp_
z r4,%�QN IIUUgd I ­1W04S
TC I 3.'F 7
< 't I - .. ­ -1 1
L 0L CIP V FROM BLALDINO 1 0
E 26: 113 3B E­<-,,^, CJT�_ TO EIE
F!-;-, AND R��LXATED Alrivirit) MMVMJO NOISV40
0 2 m -AP INV I
1-94--v TILL - - - - - - - - I Z ve ve 101 a. AIR�I ACE 10. PROJECT NO':ES NOWINMO IN51"XIM"
4 1 1 � 1 9
bf R= 3 5' 1 . OWNER- PRCSPERITY INVESTORS. LLC 1V1N_WftMM3 VWrrtW KLWN
71545 LWESTGNE OR_
11. 7 PARKWAY GAINESAUZ VA. 23155
3 3)
0- 1 05% I± L -1 CURB PIN #011O-OOG-GM7-D000
SL 1- 2 24'
Fl!:, �4 5
4- 2' ALI Y ITTMER 03MUddV
4
E TAdL
C.-S z �N4 At 0� qVWI)l
STREET ADORESS LISTED AS.
7!30 & 7534 CAAATOi<E HWY,. JARMSSuR.G. N.C. 27947
if 2 Z" 2, 3,f,
r Alt
tom-2- REFERENCE- D-0. 743, PC- 92
Ild :'AA,�-IG SPACE]
F_
3, SLBJECT PIRt-oPERTY IS ZONED GE
201 - -1
30 t 25 i -19 .;1 i INSTALL GATE VALVE.,
1 :3 '26 t PROPERTIES TO THE NORTH AND SOU'4 ARE ZrwNED CE3
5 �29'- t2F -.2' 4. JUL 3 2006
LLI
4. TCYAL �RACT AREA 166,736 S.F. (383 AC)
IV SETBACK 5.. MAN;F'
J. j� to
T
41 FEEL
T73 '-2 7�1 J 17- _D, 8 3/4
.; -F- I . I - - ; WATER S�- %4CES flitl & THE Sj_1911ECT TRACT IS LOCATED IN F!RM ZONE 'C"
tr.- - (PRM PANEL 370C-78 C-365 C, DATED NOV. 1, 1984)
�AL
,men
'roi•
A-
< 5, CONC. st5 IDETAIL S, ET 3 OF 3)
15� CONC_ STDEAFALK K
PROVIDE PW RAP APRON AT twALK 1 -3.
FLOW ZONES SURJEC� TO CHANGE BY VE M A_
3 6. OE-LIELOPWN' SUMMARY TOTAL TRjkCT AREA. 166,736 SF
In DISCHARGE. SEE DETAIL SiiEET 3 rz L" -10,
lu-� "I I I I E X 1 S _T11 II G I .;: P
Oil I -Ax- - 1 7:) BE P`_AJL -1ED IMPERIAOUS COVERAGE BUILDING - 35,256 St­
0
io 0 10'x 7VSITE
!15; TRIANGLE DUMP. PA-D. VALLEY GUTTER & SIDEWALK 5.517 57
RAMP 1: 12 PARKING, DIVE ISLES & CI-jR8 AND GUTTER - 64,433 SF
t w .62 TOTAL OMPERVIXS COkRA3E - 105,506 5F (C-3.3%'
< k
t4r;6,w tNTENOED USE, 29% OFFICE - 75% STORAGE PER UNIT
RE00RED PARKING 35.256 S.F.* I PER 400 S_F 88.2 SPACES (59 PROVIDED1
cc
1.5-
02 RE ALIGN D TC:� AN� CLIII�f R 5 7
5'
mc .1
7 1 _5� 108 S.F VEST TRANS: -ION TACK TO EVSTNG 4- 8' x 2.37 HANDICAP SPACE. 69 - 10' x 20 SPA-rS, IS 7.5' x 15* COMPACT SPACES
O in 6' MAIN %-YER DPAiN TOTAL r'--3 T-1 I I
SEE SHEET 3 OF 3 31 DITCH UcbNG Dtmvw';'ONS & LOW PRESSURE SCPTIC SfS-EM -
FOR POND SECTIONS1 . . . . . .
(D LT.A_Q . 09 GPD/`51F (USE 0 4 FOR LOW PRESSURE)
12 5j C.O. 05 1; f 4 - CN IC 1 4 1 4-T 0 - DAILY FLOW Is UNITS 0 100 GPO EACH - 1.400 G.P_O
2 1 f AREA REQUIRED 1.400/.4 - 3.500 SF
A < - -
UNIT 11 UNIT T f2 UNIT 13 U%'T #4 NIT UNIT #6 9 . - - - TRENCH LINE LENGTH REOUIRM - S.500 SV/5 _H VADTH - 700 LF (11 UNLS 0 63,6,V EACH)
2,!20 S.F.2.520 S.F. 2 20 2.520 S.F. 2.508 S.F. 2-520 S.F. I- 'DO NOT Ek70r -4 P�E WASTE*ATER SYSTEM 13ESIGN IS FOR THE TITLE BLOCK PROJECT EXCLUSI.0ELY. IT
It IS NOT TRANSFERABLE.
�•OL,ATIC R-60' st 9. BUILDING FOOT PRINT - 35.256 S.F. FLOOR AREA RATIO - 35,256 / 166,736 TZ
BENCH ID. 5#4A0ING - 210% x 69,913 S-F. - 1-71,9W &F. / 707 SF- 20 TREES
3: ll. B-OUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY BY
44 T' 11115 8XINDARI, S SUPVEYING. SURVEY OA-E 10105./OL4-
- -C - 20. 1
I. . -,­Ir EXIS`NG '2' RrP
12. It -Is PUAT IS PREPARED FOR REVIEW AND APPROVAL OF SITE pt AN.
STURM 14 AND T I R SYST: _)R SALES,
WATER PLA. - WASIE#iA T py
CD R-54T 12' 0.1- DOOF TYP. TO BE R,-MOVED ONLY_ IT IS NOT FOR
0
5. 1 EA- UNT RECOPDA -4 OR CONVIEYANICES OF ANY SORT.
%'A"S PUMIANT M T_Rr_ WFXIW� RFCOIIrZLVM W440CAP PARKING SPACES A&D *NdfS^ MOVED PAPWMG StAhOPEEM SMP� 004 6 SO,
U-) RISER WITIH CONTROLLM IDRA*fOWN% 216.0t , _ _' DOTAL AaS
w �P OF 01 1-DI"" ADMD W �y 41 DO 0-01 Eb'ER W>M CITENDE1 MaARAT10h LiIIE 100 ADDED FkW WYI)RANT AT EN-R�X
0 ORIFICE- SEE OETAILS. SHEET 3 OF 3 21 VAL'-'E't R z r *OrEn ;K%W,&
% TC 13.25 SAIEET:
12'x 75' LOADING ZON-
0 12'x 75' LCADINr- ZOtiE
Lr)• -PARK*UO R-50,
AY or
A TE'N Y BUSN`S PARK
- - - - - - - - - - - - - - - - - - -
__2 Star
ONE WAY no*- NO PARK:NGI FIRE LAN- R-30' _.c
12 C_ 2' CURB & GU -TER (TYP.)
_RCIAI Si PLAN AND DETAILS C:) 10' SETBACK ME L I I t- o
u")
00 TC 12.4"4
J
TYFE 'C' BUFFERYARD TC 43 0
CAROUNA IT )r IV SCREENED Z
10- - - - - - - Q 32 rARATnKF- HWY., jARVIS-3URG, NORTH
0
DUMPSTER PAD
CD �4
C14 �L ORA014APP4JCAM FLL L
U) -o I'.2W KPO OLIRRENT qE%fSIOW_ I A
OI Z z PfZc-k, mc DAIE.
850 3p VATES
0
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IT
2' VALLj
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_2 H
P, 4 Sr _57J
X757
LNG
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4
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CL GRAIVrL DR7 t-,
1 0 VEWAY -1
a. * FLIPWACE
X IPERFO
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RING
FNGINEE
0I mr
-,c zj W-4 CARATCWE HIGHWAY - PO*dELL:S POINT, NC 279"
FAX =) 471s+.SC
7�
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r

BARS WE:O.7 TC
e _Illl 314 4-S r-V* fD WI T.,L GRA'•.G Nl Os9FD ill SE.,--i A'
SA..AF,_E. rR 5-ApyF2S iTEt ON T7 "Al DOR,til -OF OF ME
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STEE. It diii-NDED hill SCREEN
Z :4vE'E4 Q+IG,E'c_ 41B !' 1FYX y i i
W'*N Tci SECT_Jh of€[•'w.:, tc uiI s+e . JS
L - J� APACr� 5:3 i
NOTE' O"'IFCE INVERT TO BE U'vE L'LCA
AFJCVE INVERT OF-10%��OA TAIL r•,,�n - p:cC� JET-1�_J
I -P =Ni H OF TEE.
`I' a 3
SOUTH ENr
2.4' 1Z0' 8 0' 13.5 4 4' 1 15A' 15 0'
4, Sill L.E
i i FOREBAY � •��
1 ,
rs I
—.- ,Set Trr&—Pao — — — — — — —
%e t dZ •ET M Pool— d
Pp}ATc 3£NCN 3
PLAi1TE'j W/ FRESH "ZSI. SPECIES
'IO'x 2' STAINLESS
ST_EL TAPPING SLEEVE
v t
E1D5'F G S:R 21
Pvf- WA"E.P
N.VN
.. 2'>< 2'
NIPPLE
O• LOi SILLWAY
1•
57Cn.)N A -A. F`SEP. is ^'jTFA L PR^FiLI'
W-1-T)
Tmill
P.'P OF SPhLWwe AT O`.ERFw1• I
I
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r
\
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4
Pl
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't-a Cl Ol'BE
F'ri 4"y 3, BE -:Iai MfRT
PPCQ RP RAP APIFJN AT TIME OF 3PLw.T
E_t,.=l••-
SE:,T'CN C-C
C'v`RrLC•y
SP11 LViAY
CiL
LI. �-
NOP'H END
— 8'•4' t3.3" 6.C• 12.0 —a 2.4'
• SECTION LSE
MNM BASIN
i 1-•-r
.-.—.. &T.PERU-POOL
= —
4
'4n-3
r ?
1 3
cF:-T,l;fi 8-@. VrrT �ETE•�T-CN BA:.r,l A. , FCRESAY
cTCp"AWi4'EP, CETAIL S
CONIRETE COLLAR
j.
VALVE BOX
(SEE DE'AIL BP -OW)
2- R/W GATE VALVE
WITH THREADED
2'x 2' BRRASSS
N-PT xCS ADAPTER
u
L_
W H STAINLESS
2 r T s crs
STEEL INSERTS
rl NS
AT CONJv_C _
SANT
.CARD Ill
SETTER AND BOX 1YTH
CAST IRON FL,P RFADFA LD_
1+ E,:-iEA 1D
5. 9.
�'01 OFFLFL Ll4:_
I
t
LP•E C4AIWGEL So -'OW
FAN MASS 2 RIF RAP.
l lift.. 14• mi 2r WAIL)
1 VfED WIN TYPE 2 FIL-FR
FABRC. RP RAP TO BE WSTAIl
1 FLUSH MIN FLOW .PIE
1 •
4 _
_
a E C00 P9 Cohomc
FOREBAY IN_ET PLLjW-
SECTiGN.
C_A S A3
CLAW
­!
1 I
6- i-- 18•
TYPICAL 2' VALLEY
GUTTER
2' RADIUS
Y
i
"n
+
• r -- 2' TYI SF
9.5-A ASPH.A:1
fTh
a •...: ~ .':
� , : s'�C'-'err �� 6' A.B.C.
S:1EGRrOE -
\
`\\ :
STANDkPD
24" CURB °t GLITTER
ASPHALT
PAVE14ENT SECTION
R.O. W.
li TD BE HERSEY V-Q.G- 02125,
5/8' X 3,14- NO EXv;PTICNS
SETi
WTH
METERS BY Oil
CAST IRP1 Fit ill Li
/
5/8' Ill3/4'
Mii Si A Y. Mc004ALD MODEL
5- MIN.
TOyt�a
r
24-207
'AD.T.D. 33 OR APPROVED EQUAL
_
COPPER
WWrH LOCKABLE CUT CFF BAALVE,
BLIL V
,T�,Y
ez-.- .,
DOUBLE
CI-ECK VALVE, CTS PACK .JOINT
INLET S--;E
AND DUAL PURPOSE OUr.ET.
MIN. CEPS+ 3'
BENEATH SCALE
PLASPC - CTS 3/4'_
r.JB:NG - 20C FSI
Yx 2' RONAC S.S.
TAPP±N , SLFE\E 45'
W/ RCN PIPE TF.REAL• `
2'x Z' 3RASS \\
NPT x CTS ADAPTER
� .
I
. ...F ,LE
T- P
r r
i
C r- r � n a.
A. i
NTS
—INS-ALL 1/2 .( -' ?VC STABILIZER
3/4- CC&P?EE- JN FI TN+C \
�C1PPC'.ATKN StOP - _ 3114' PET PAC \:
Ai REOLtREO
3/4' ER►=S SINCIE STRAP
SERsC= SADDLE W/ CORP. T PEAO
3' SOR 21 PVC
N,VUFOL^u
NOTE rCN TC
VERIFY
FY PRC
rcOT
. AC _. A�ILLTY W CJGR ?1X0( CCdJ 1l
Al DEPAR-MENT PRIOR TO PLX-LA-ASE
P-Q r.
OR v5iA1AP•DN OF- JCLt_"S.
CiN'Rill TO INSTALL ScRV1EE5 FROM
SER AC - Tt+ROUL METE 30
rL _� a /JLE
"T- C
Ar . R MF � PtiR � 17 St . _ _'FPS TO 9c C ACED
v r ,I
t.GYTPA T h'2 Ah E� R D T B _C OC�v£E O
r N
A
c r
C URRI ,C{ COJ TY WATER DEPAR-Xl_N,
i
'
SOUTH SIDE ONLY\ - !;. 1
,
O ,/J iJ
� �
O
I SCAJ Ii SIDE ONLY
I
_
PL-Ill-
- CTS 3/4.
/TBI'rG -
2;0 PSL
- I
3/4' CC;mPRESsi
_
FTPNG COF.FOh ATl
I
AS PECkil
/S?L:P
3' P+ALC
a -
STEEL G?IP RLN-O - _` i
- A
%"t c TEa GR'P R.!NG
- I
3' D.L M.J. CAP
I
TIP.
3' SCR 21 PVC
3 G - 1. �_ CAP
T1'9
13'
MANIFOLD
2' POMALl3'x
3/4' BRASS S14GiLE S'RAP
TAPPING S_EE+ESEROCE
SA,)O;_E W/ CORP THRE
T�i'r
1. P. THREAJ
iSS
A7APTzi2'
CT5 WET- STar
PLA \"E`fiiSTEEL
;h`_Et'c' =
I
?,'A,TER SEPIA.--r-D=TAIL_
A' G.."tiVEC:IC-VS
ITS
'A^ •..HL E
SEp'4ENT4T 11I ill -EC `_1CN QQNIRCL FL°.Nil
P4C,Er_T DESCRIPTION- GA-EWAY EUSI.NESS PARK IS A PROPOSED 3-a3 AC_, 14 U`dT COIA4FR0AL DEVELOPMENT 9i THE V'LLAGE OF JAR\1SBURG•
POPLAR BRANCH TOWNSHIP IN CJRIT'Li CDUNTY. THE IN 5TE SCX=•_S ARE COMPRISED OF CONETOE LCAVY SAND ki DRAGSTON LOAMY FINE SAND
(SOURCE: U.S.D.A. SO,_ CGNSFRVATI N Si 'SC•L SURVEY OF CURRITUCK COUNTY, NORTH CAROLINA'). EX'sni ELEVAT10N5 ON THE MOSTLY
C�EN TRACT RANGE FROM APPF-0 Ilil " 11' '•C' 13'. N_G.YD 29 LAND C+SRiAONG ACTI•A'Y PROPCSEED FOE' THE Ifill STE IMPROVEMENTS
r* U ^F I F - - - - -
I -- Z - IP r P• r
eN .LJ.�� 7_,ACL.1'hJN OF EXIS.F•rJ 3L �'+C=,, �EARIvG AYD RtiG.I GR iXhG, 5..�:V AATE4 POND EXCAVAP M Ai CX.STRJCTI,I� 0• IMPROVEMENTS
S-iCwM CN SI-E PLAN SILT FENCE 15 SHOWN EAST OF REAR PRJPERTY LINE SCALE THE ENTIRE LENGTH OF Ti Ti
THE E57=NT1ALLY FLAT DESIGN SI—Ol F04 DR•:£ AS ES AND PARING AREAS ARE Su--FCIENT TO M-N iIZE ERCSAON CON-ROL PROEL.E4S WATI•,QUT
THE NEED FOP SUPPLEMENTAL MEASUR_S, IF PRCB:=MATC AREAS APE-DENTF=_7, SE-UE14T FENCE, EROSION CONTROL BLAh'K:ET, C-ECK DAMS
OR OTHER APPRI)P-i ME SAiS S r1LL BE LMPLEV__NTED AT THE DIRECTION OF THE EYCLNEER.
CONSTRUCT ON SECUE14CE-
1. CBTAIN ALL R_QvIFED PERMS AND AFPROVALS
2CONERTCT ON-Slr PRE-CONSTRUC-;ON ZONFER_N,:E TO IDENTIFY AND CLAi SEDIM_NTATIGN AND EROS-ON CONTFOL REOL,IPEMENTS AHD/CR
SPEI}AL CONSIDFRA70i
3 INS ALL Oil C:ASTRJCn--" ENIRA/fC (SEE DE At SHEET 1 OF 3)
c ISLES 4 DEMOLISHEXISTING h �hw5 AR AND P'.Xi" F .t T 11•: _� I T � T A -
BJ _DI CL „hl GRADE ARK C LOT J DF _ 5L_� AND BU1i1NhC FOC R N L.,C T:OhS SHOWN (X1 SITE FLAN
5 CONSTRUCT STORNWATE2 OIJALTY PCN--, INSTALL WATERLINE AND APPURTENANCES.
9- INSTALL TEVPORARY OR PERUANEvT VEGETATih CODER AS CICTATED BY SEAS'NAL 03411'Qk TS .AND AS SET FORTH N NOTE NO. it BELOW.
10 MONITOR GROWTH OF VEGETAnoN AND PERFORM PAIN-E.10 iCE PROD-JR-5 AS R_aJiRF_C TO MAIN-AIN CRCW?H.
I'- PR,vC`E A GRGUNDCO\ER ON Ex-cOSEO SLOPES TIAT*XV 15 WJP-ii DAYS OR 30 CALENDAR CA'S. W IC.Ii IS SHORTER., FOLLOWWG
CCAAP_E 104 OF ANY PHASE OF GRAtNG; AND A PERMANENT GRCUND COVER =CR ALL CISTURSED AREAS WHIN 15 11R,'R{ING DA'S
OR 90 Ca;_EhDAR DAYS, WiICHE'>_R 15 S�S?TER, FOLOWiAG CCNPL.E'tON OF CONSTRCCPON OR �`A10PIJENT.
TEMPORARY SEEDING: APPLY RYE GR.JN AT THE RATE OF 20 LES /AC.
FERri W.TH 2.0-1 Lc, /AC. GR')Lil ACriCIJLrJR.AL LIMES -ONE Al 750 LBS/AC. 10-10-10 FERTILZER.
MULCH 111 4,300 LBS/A-, NNI-ii R�� STRA'w.
REFE<TIUZE IF GPOWTH IS Ni FUf_Y ADEQUATE RESEED. R-J7TR7LLZE AND WL•U?I IMMEDIATELY FOL_OvWNG
EF054ON OR O--1ER OAMA`;E.
SEEPNG CATS DEC 1-APR '.5
PEFFMANENT �_EDIi Q APPLY 811 `_BS./AC TAIL FESCUE, 50 LB -,./AC. PFNSACC4_A BAH"&GRASS, AD �_BS /A:. KC+3E 1-7-Sr'E-2EZA
FER-ILiZE W!:H 4.000 LBS-/AC. GROUND A:.RICLILTURAL LtM=STONE AND 1.007 LBS./AC. 10-10-10 FERTILIZER.
MULCH WITH 4,000 LBS./AC. AN0-1 ,i STRAW. IF GROWTH IS INADEQUATE. TCPDRESS THE SECOND YEAR
Wlli 500 LBS./AC 1C-10-13 .>_rT: ZER. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMED.ATELY.
(SCHEMATIC ONLY
NOT FOR GoV5'FUCTION)
CLASS A3 � CON4 6.
%RE TE
�' r• 'A, rod
el -
r
i
TYP:C.AL &" PARK'Al CURB
1 = 1 ,/4' RJR ii 1 1•
CROSS Sl E
R_VFAL VAFF-S \�
ASPHALT
DROP
TYPICAL SILENl,LK
CRr,c SECTICNI
- J
(r-.l
HYDRANT TC; BE ) 1-H 129 TRAFFIC
Vill 5 1/4- \AL`E OPENING - NC
EXCEPTI 3hS.
/- 36• 1PIPVJY LANGTM FU,2
mr bm�
POST :Dr:TA
FILTER CLO I' I
20- A •-'2ST f ..Q YNAI:V
7D• AB.:LE 6.ILYl)
FLOW01011, pi
Y S' � a.AL tw TO T!-E F I •A'E PCf_' Tell IOW W"
—" 'S ,r IN IIE MI-Jil ill
CRCSS SEvPOF; `,4Ei
S' T FENCE CETA"
PROPOSED 15' HDP= :uLVERT
r 3' BA iCFLL P�F CPBat lGil ER
PROPOSED EVSTWG
A.SPIl PAWil ASPHALT PAVEMENT
} \'
• JBLC FEET C -
•v
L\E BO
CRUSHED ST­*IE !h _ _+ `XI` Ti S W r 4 FN ' i
_ c -
_ AI 'DE IS SH�ET•
\ \%,
\ !!_
G PR•M1
,
/-
B �-
h
It
N••V.
t Ai.:E.'.•
KE P WillHL}E •• I•• --�! \/ _i`ti -/
AND BOLTS a 6' DIP Ill
FREE OF CONCRE
\
UNDISTURt3:D
-�\ I RiN EkCt•1 END � - � --+-._ ,•; ,_, ;.� `i !. , -'� .�- '�-..''.
'i i - ..\ -"�-'• �t'x 6 TAFRNE SLEEVE
AND VALVE
HYC'p.rdr pc.SE��a_v CET.A�_
yA ATE_ 1 - r
vALI£ BOX TO BE - - -
L -L_--L BE F_U3H BATH PAvEMENT 'FA k 5/3, MIT- PEWSIONS HSS,ANT TO TAC ILETMl 4000 FIRE NYDIll OETAa• IIOIED REASONS
'WO-PLECE SCREW riE
A04-STAM E CAST F.ON :ALOE BOX
ll 5' MIN_ SHAF' ERA
VALVE REOX
NOT TO SCALE
fl i_ A-o P\C %; =EVE WITHIN
VALE£ Lax TO COVl vAL'& ACTUATOR
VALVE BOX TO TERMINATE E' AB0`vE
ACTUAT_4 TO PRE`i EOX FROM
AWPAn'i'.NG S_tESSES Ti VALVE
3 a 3
LATE` ril 3:JSINESS PARK
rrs•F•.,
••' •+,, f
CC'NS R: T ti DETAILS; SED. & EROS CCNT. PLkN
C D-
7532 GARA'GKE HWY.. JAR415311RG. NDRTH CARZILINA
3
_ f
� 1.
MAl
ORAIt
':AM FAIL' l+G--?-T ``'*�
AlipO,E?
A(�� i
I'.30
1¢Q
R
1ARRENTRER9lt !
.�.
i«JJ •
'�' ;. �� •-"" `� ���`
FWt.EC NR
DAr--_-
Iravr>,I
t
650
3/•19/CS
zA Es
5,rn ,]F
" •.. -
PERFURIfolF
FNGIN` RIANG
M^..4 =ARATOK-_E FIr3!YAY - POii_:_L-5 PORT. NC 279R6
PWJC- &�) 4.w- _. FAX M".) ill

180- 170- _
175' _ - - -1 _ - 158" - - - - - 4'=iFAw-n,T `AL) EA:>A E'.0
I (n�-
I
ON4
ONG
aSEE SHEET I OF 3
-24"
J � Z4' 11
- �J - Art? LiImif MANHOLE RRrf.-
■TN VEk'ED R95ERT ! APO COVF< 1
- - q10 IXi,flt (T.v.) - i 24` r-F - - r�+ ;;�a NET
WyMORW'T P,C-lir P• M ME'A 6• -
AND CO.ER Z>W - i!
4'PE_ SLE=-£ rTYPCAO
PLAN L:
2 • hp 40 Pat: VFW sy INSECT SOWER - d� _ - - - - - - - - - 1.5, ry TI-IRN UP
- - - rOLr+,EO ON IYAIItOL MOUWTW-G x.a - -- - - TYP'CAL ~i
Ikx/rm TF-F_ac+ r.E SAW WALE SEA: W/ .10E 7 sOi w ►+c - _ _ _
?sow_51 NK GP%T WILL, CO.FLEDON vQ1T ITN t6r:T gip
WH MAIL OV130E AP-CrnN W)- =rF P'AP WoLlm
R,gR Rf•ER - AT GRADE - SIN NAIL 9F MA 41 s d-S rAm _ 0-
_ e' A6OvE GRADE f' Aeu�E r7tAaE - - *7 �1 �'+ ,�L". - - - .SPt+Ki �A�{p ftf mm A TO I Fili COricA T -
PAFMTNA, am - t=� i ({ riR'3.471 rAIE��LCF AND
ORAL,E GEv - '2 G- t3 7 - - _ _ _ - SCH 40 PVC MAN+FO=�`i_____ G_F,4Nti)I T AT
-"--- ---=_...1"",,4-
_ (.�� 5T32- D.A. MOLES END CF EACH LATERa;.
tTTP OF TAW eiv� r n' 18" MAX ; - - - f rr_trA1 SPACING 5 - f T:ciCAL)
a���; -..e
-
-_ NY OUT -_ _ _ _ 1 1 AL PIPFG TO dE g±. @ /LC - - -
+O saa L�
. IWr. rr � 70' for NNPAOE
Nx N do (! Fa = s' aw. INaso l' _ - - --- - - - _- - - - - - - --
_- AL$NA otf
ON. ElFY.= 7.92'� P•.'\,. 1
2' Ll
PU kP ON, ELEV.- 7.42' �` 4- -:p SLEEiE 3- SCN 40 PAS 40 PLT L:YE TD Y SCN AV PIS I 1 SStF SSTTE 1". I FUR 1
PUMP oFF. E�W. e 75 I 1'
_ 47" _ Q - - J{jj ,S i - r 9Asl VALE-
1 PUMP COVER 3 BALLAST j r �+=a v.�iF ;MAY BE !1 Ac i e LPP D-O+rn�a 1..
1 _ i( �. _ \GAT. r� vEx?vjr.Lh _ J�.� tz uN€5 wTH '2 t+s=s 9' CC - 72 LA'ER AiS - 5:.34` O 5' O.C.,
PAIo,nE STATE APPW)W m 11
CRL�ArYf AYTEER KSWhED _ - TAW llty FL"v-= S'_>5' T JF7r ORCC+YFCT 4-r T TEE
TANK NK-4.40' FOR I." CPO SAT. ,;' ,r WYLON LAFVOGLCE
- - - - - _ S
- - - _ P [g6rFIRS"rAFr# FLMu -
RP CI E _ PROF; M'YER.S Y0DEL WHRS, t , V, IGLE P--LASE CENT OFF 2.5 FROM
- - _� � HP115SN- CENTER OMANfOLD.
2.5D7 GAL. PRE -CAST CONCRETE TAPiK - SUBMERSIBLE EFFLUENT PUMP. BARNES, HYr°-)IATC EACH D+4ECh+i .
GREEN ACRES LAND DEVELOP (ENT. INC. NOTE FLOAT SWITCH SETTINGS ARE BASED ON TANK GEOMETRY OR APPROVED EQJAL I (TYPICAL)
MODEL ST3 500, TNT SERVICES, FOR GREEN ACRES LAND DEVELOPMENT, INC MCOEL PT-4-N. j - -- - - -- - -
TANK SUBSTITUTIONS WILL REQUIRE RECALCINLATKNN OF SETTINGS. PUMP MUST Be, CAPABLE OF DE:IVER'KG ;2 GPM 71-
H NES CONTRACTORS OR STATE APPROVED EQUAL. ENNGINEEWS FEES FOR RECALCULATNC SETTINGS WELL EE AT THE AGAINST 16.7' TCH. PuuP MUST BE CAPABL CF
SEPTIC TANK CONTRACTOR'S EXPENSE. HAN^iirF^ 1/2' SOIJDS 2'x 8 04 CxA TREA ED
: - A,,_A A
PAf,EL +41 "V7 %*'H '2D KDG NA" 4 E
2,036 GAL. PRE -CAST CONCRETE TANK LW r N► 3t'L-BARD
PLYWC-31 A NOT AN ACr�CAE-F _aS-T^fiE -�
GREEN ACRES LAND DEVFLOPMENT, INC. (1 W OIME"ONS OF MOUNTING SIJRFAJ7E TO BE
MCCEL PT 409, TNT SERVICES, l I M- AS APPRCPRIATE FOR PANEL BOX 3WENw0N5. .
HIN,ES CONTRACTORS OR STATE APPROVED EC[UA.L L t If4' Pvr- LATERAL
WASTEWATER SYSTE') FRCFILE�
PUMP o TANK T• = 1 SIGH +o Rim +' SLE�
MIN.
_ _ I GENT PIPE_ MOUNTED BEHIND PANEL
INSTALL 6' ROUNE PLASTIC VALVE W)X OVER PRCVIDE VEGETATIVE - 44 AK OPIG. ELEV. A
LATERAL TURN -UP, FLUSH Ulm FINISH CPACC STABIUZATION FIN'SH D GRAZEVW-
A5, 11.5' TO ll.-r � 3' PEVETRAP-011 TrzEA%D PCST -
AMERICAN DRA,NAGE PRODUCTS OR EQUAL - ' G-
oe A
- AT MANIFOLD CLEAN -OUTS USE iT VALVE B'JX 1 - SEE PLAN YE'M - _ - - -
OPEP,ATION AND M.AINTENAN AN - 6•-8• NATIVE FILL MATE
RiAI t FOR GR ADiNG }} CA" SLACE ` PIMP TAL.W
- - - - - THIS SYSTEM IS CLAS51FTED AS A TYPE IV STSTEM UNDER THE 'LAWS AND - - THREADED CAP ERr.Ctr+N F0.79ER CLOT'; 1 1/4'0 PVC-
- - RULES FOR SEWAGE TREATMENT AND DISPOSAL SYSTEMS" (15A NCAC 18A - �AP.VE FILL MATfR=AL + �SCH. 40 LATERAL.-
.F.
:9W''0 AS PUBLISHED BY THE NORTH CAROB DNA DEPT. OF ENARCYVNENT AND + - - r ( 4• P.E SLEEVE - PA'tEL '0 BE AS MA-NJFALTURED BY F''LEXCG. RN•?hi6a:S,-
NAT.iRAL RESOURCES. D+V1S.'ON OF ENVIRONMENTAL HEALTH, ON -SITE - �'.' � - �- ♦rco�
� - - - -
JRENC ryOR APPFC'sEDI E�`,aL
R _ r I { ^1 T'`_ I' NEE M NTN,.. R TA,.WASTEWATER SECTION. LAST AMENDED JANUARY 1, 1999. - - PINE RILAES R=FERE4CED ABOVE REQUIRE T,4AT A .:_RTIFED SUSSURFAGE WASTEWATER �_xtY. E_EY. a 10.6T
- - - SYSTEM OPERATOR BE CONTRACTED TO CARRY OUT TF,E SPECIFIED PROGRAM Of cNSPECT')ONS i T WASHED GRA',CL-
AND MALINT=NANCE. THE MANAi,EMENT ENTITY MAY BE PUBLIC OR PRIVATE, NO OPERATION - } _ 4 - ' /5 NCOOT-
- - - PEPMIF SHALL BE ISSUED UNTIL A CONTRACT IS EXECUTED BETWEEN THE SYSTEM OMCR AND Iy.FArt>�/LAttT+x �7� - a'EU'"C ATOMS �.-
A 0 RTWIED MANAGEMENT ENTITY. THE CONTRACT SF+AA_L INCLUDE THE SPECIFIC REUU:RE4'_'iT5 - - c><2A, 'L - _ - PA.N--_ IS TO E HOUSED 94 N_MA 4X ENCLOSURE WITH LOCKING MECHANISM- FOR MAINTENANCE AND OPERATION, RESPON-BiUTWES OF Tv-E OWNER AND SYSTEM £rERATCR, v -� - } • A PAF:_L :S TO ROVADE SIMR-Ex CONTROLS FOR 1/2 HP. 115 VAC
PROvISIONS THAT THE CONTRACT SHALL BE W. EFFECT FOR AS LONG AS THE SYSTEM IS IN USE _ - TRENCH 10^OV 411._c PHA PUMP. SEE DETAILS THIS 5HE=T. - - DRA'Nr'E' 0 LIMITS I
AND OTHER EEOJIREMENS FOR THE CONTINUED PROPER PERFORMANCE Or THE SYS?EM.:T SHALL ELEV. = 1.0.17 ` --- -- -- -- -- -- -- -- --- --. _
- - BE A COTND,TiON OF THE OPERATTCN PERMIT THAT SUBSEQUENT OWNERS OF THE SYSTEM EXECUTE NG'T_' NATIVE SOIL A T='ARAM 'RCUIT MUST BE PROVIDE:] FOR ALARMS. AUOiSLE AND VISIBLE t _ SUCH A CONTRACT. - - - (",LLAN-�;T INSTALLAT!0^N YTILL r --. - .� ALA -INNS MUi BE PROviDED. PANEL EQUIPMENT IS TO INCL--PE AN ELAPSED <' CLEAN -OUT EACH END - - PLAN VE`VY
PROVIDED AT EACH END vF THE E^ Tti M=TER FOR PUMP, H-O-A SE TrNG AND (3) MERZURY FLOAT SWTCHES (TYPAAL) NAcTEHATER SYSTEM LAYOUT
_EAKAG' 'EST FZEG +IREyc?N'S WT A.7EOUAtE CCRD LEYCTH TO REACH PANE_ BOX NWT'-tCUT S•''U:1H7,
MANIFOLD AND AT THE END OF i i PAN _ CRCLm CRY TO WaUDE A LATCHING RE -AY 'FIAT REL L•IRES M.VNi AL RE-SET-ING {T'' V) -
ALL PRECAST CONCRETE TANKS ARE TO 13E TESTED FOR LEAKAGE. BOTH INFETRAT;ON AND EXFtLTRAT a EACH LATERAL LI-NE. t8 OF .-Si-3LE 1.114RM 'ONCE IT HAS BEEN ACTIVATED. -
MUST BE SATISFACTORILY PPCN-IBITED, LEAKAGE TESTS ARE TO BE C`NCLUCTED WITH THE TANKS IN THER - - - - - -
DES'ONN LOCATION ANJ AT DES43N GRACES. DEWA�ERINC REQUIRE FOR COPtG CTING THE LEAKAGE TESTS _ CLEatiDu* T CET.A!L T cNCP, SECTCN CETAIL PAN:=E MIIa dNi vG IS TO 6E PN ACCORDANCE WTH DETAIL ABOVE
Vill - AND T-If SUPPLY OF WATER NECESSARY TO CONDUCT THE TESTS ARE BOTH CONSIDERED INTEGRAL TO
THE C'7NTRAC-OR'S LUMP SiM B:D AMLOJUNT ENGINEER'S FEES FOR MONITORING LEAKAGE TESTS WLL 3E AT THE
EXPENSE OF THE ONTNER FOR THE MtiTAL TESTS. SUBSEQUENT FEES RESULTING FROM FA;LED TESTS W-1CH
4 T8'
REQUIRE RE -TESTING WILL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. ALL TANKS WALL BE PAENGED ---L
WITM HYDRAULIC CEMENT INSIDE AND OUT AT ALL SEAMS OR OTHER TANK OPENINGS. ADDITIONAL ANTI -LEAKAGE ENQNEER'S PRO.£CT NO. 850 3/20/06. - - � - r �t t/x• srtM
CN - PROASIONS W4-NCH ARE IMPLEMENTED IN ORDER TO SU:ESSFULLY MEET THE SPECIFIED C?humiA YALI' BE AT THE - GATEWAY BUS--INESS PARK - - - -
Ii j 12' T+PL;AL r7R 9� CAP CC!
CONTRACTOR'S EXPENSE. 7532 CARATOKE-H�WY., JARV'-S2'JRG, N.C. _ - - � i� I T-rSCH-
t']
- LEAKA3E TEST PROCEDURE- WITH G.RCAINDWATER LOWERED TO BELOW THE LOYEST TANK SEAM OR OPENING- - - - 6. C*-T'CAL YARCINS - - _ WAR �++/•-• urows m.
AND STEW
1 W. 1 1!Y 46' H150R 1 M91, etv. " i6.Ar
- 1. TEMPORARILY SEAL INLET ANO CUTLET PIPES. - - - - - Flti =-I FLOOR ELEY. 13.5E - - - - -
2. FILE TANK WITH CLEALN WATER TO A POINT AT LEAST ONE FOOT ABOVE THE HIGHEST SEAM, CONNECTION "CW PF-SZ.3r Wr: S, *AM% S-175MLA F'!_'O ! QJ1ArO# '5 5. - 1' (THpu CONE SLAB) = 175E j 1
OR OPENING V'AT)-WN THE TANK OR R'SER. 12 5 - 3.73' (373' i 1S TO SEPTIC TANK 8.77' I NV_ IN ix
s+ Ulm, IAc r srw,an� pt :ter eROFILE WIER
- 3. Y`i.01W TANK T4 57 IJh-DIS7LiRBED FOR A M'I+-UUIa OF 8 HOL??5. - - _ - - 8."'- .77 ='ir5a {2" DROP SEPTIC TANK TINY. OUT) - _ i - - - \ �i'�'�+ - ni RASE O'k WIFTAR OR
4. REFILL TANK. IF NECESSARY. AND RECORD STARTING WATER 1E;�1.. - 8E - O.Y 8-50' 1P'U4P TANK 'NV. IN) - 1, .I saw FOR eA.LwsT10 -
Q - 1. DAILY FLOW: - 4 UNITS O 1-20 CND/ UI+T = 1,400 GFD - - - j,. -
O 5. CO £R ACCESS CPENvNCS AND ALLOW TANK TO SIT UNDFS'1.�ED FOR 24 HPS_ M+N 3:2i' 525E 39' TO PUMP TANK 60T N) � ;�/
6. RENEASURE AND RECORD ViDN•G WATER LEVEL - - - - - LIAR .8 U/S.F. (BY %.B'cMAKLE RE�•7NAL HEALTH SERVICES' { - - t - r . _ .!r �" - F G.A..�.�`r�a
\ 7. TEST IS SUCCESSFUL if THE DFFER�NCE BETWEEN THE STARTING AND EY=4Fk7 WATER L V£LS IS LESS THAN OR USE 0 4 GPO/S F, FOR LOLW PRE;9_RE S 5' + t 5'y 8.75E PUMP O ELEti. (-8' PUMP C01£?) �oF � C,
� { + 0 6. = 7.4z' r�u? QN + o.s' ALARM DN � a
EQUAL TO ONE-HALF INCH OR ONE PERCENT OF THE UQLIO CAPACITY OF T-N£ TANK. 2- A?EA REOLTRED = 1.400 GPD / 0.4 : 3.3C0 S.F. � / WONT FteJAT SKTCH CABLES To Yt
LINE LENGTH REOX WR.ED- 3.500 SF. 5' = 70) L.F. 7. S STEM FLO-A RATE_ PVt: >L-E,E Mat t 00
\ - - - - - / - - - -- - - - .BUST irTFIE TO W-W tV Or NAB-'31. 2L A� -
LE!NGTH DRC1V'OEL t1 LT`tES d 56.34E = 700.08 LF. 1_ L;t{F9 M 72 FNO+�S = f44 HrtiLES
L � 5/ 3� HOLES, 3• FRESSURE HEAD - - - - - OF FLQy f S4rL7r IF .. WIN MCIrAP FCR STAR TT.
3. TANK A,;E:
- - - - - - A. $EPSEEA
n TANX: _(V - 1.177 + 5C0;t (f.17Yt YID GPO + 5O0 = 2.138 GAL- - `•"SEEM G 144 HOLES r .b G_P-M.j HOLE _ :'2 G.P.M- SUPPLY LI NE AJA-a;M n!! A' -EARS+ C'�y!�'tC'ICN DETP,f� - AT T 4aan1 w E__- ro N F.t,sls� ro,,I
. - - # - - - AT rIE SPE=i*ry EFVA»!)!I r-I. AFTM WC
- - Tl EQ :ENCY AND R � �tRFWJ= NTc - - - _ - - 1 50 -, D, tiC TIME � 330 GAL. i2 GAL IN_ 4.58 M;i4. p.Ta - fEE s>••A F v. vp, Acu - +N.w;
RNSPE -.:�N fR__L -- _ '! U CzEEEN A_RES LAND CE VELOPMEht - STB-JW.O {T.5•;:! GAL) ` / JM - PEMOVAIE » TES: gE ALJAT IMEE OF'AA_
- - 8. PLii:NP TANK: (V= 2,IW, 67)) - 1,43Z GAL 8. CALC. T.D H = Hz + t•f + HP ALL PPRNG Are F€T'VIGS ro TIE SCH 40 PVC - VWS s-EET. SEE ALSO NU It IP -
-- - THE SYSTEM SHALL BE INSPECTED TWO TIMES PER YEAR, ONCE IN OCTGf AND ONCE IN APRWL. .. ) (. �: ) H- LATER iNV ELEV - P'JMP. OFF ELEV. - AT EACH B.SPECTION THE FOLLOWING MITI-MNUM CBSERVATIONS AR£ RECLRED: - USE GPE.EN A7RE5. LD., Pi st�9 YH-2) 2,•..�6 GAL - -
1. IINSPECT ORA^.NFV_DS FOR EVIDENCE OF PONDAGG WiA':ER. EROSCA nR INADECUATE VEGETATIVE COvFR. - - -, - UNIT INEZE VMLWE - 43.02 GAL/ INCH CALCULATED BY PE.H. - 1O.'S, - 6.75' - S92'-
O CONDITION OF CLEANOITS AND VALVES, �N�1C►TIC4 OF %EKCULAR TRAFFIC BEING ROUTED OVER THE FELOS - - H- _ - 1 _
n OR OT-:ER `INSAD4ACTORY CONDITNYNS PREV'AIL:NG - - 4. BALLAST CALCS: - - H- = 6.36E 6 72 GPM
LC) - - 2 INSPECT MANHOLES HAT(�NK S, THE INSIDE OF TAWS TO THE EXTENT PCSSEUif, DOS•�NG SYSTEM VAi'F_S AND A PUMP TANK CONC.VOLUME' - - T.0 13.2 i 72 GPM _
- - O
PLUANBING FOR Mk71CAr(;%NS OF LEAKAGE, kyOPERABLE COFAPCth-_ANTS OR CTLIER UNS.ATISFA-T77Y COF?ITIONS - -
- TOFt30-730 - (2)'91 SF ✓C.5') = 9t CF-
F=-CTON HEAD
LOSS CALC
3. NNS"ECT CONTROL PANEL TO COW71RW THAT AUD 3LE AND VIS+BLE ALARMS, H-O-A S`ATT.HES, FLOAT SWATCHES,
SIDES - (2) (52.3 S F N(6.5' 52 3 C.F.
3' PVC lklTANK
♦ SUPPLY LINE
f
U7
'LAPSEME METER DATA FOR
AND OTHER SYSTEM COMPONENTS ARE FL;NCTON?VG PROPERLY. RECORD THE ELAPSED T-
-. ENDS - (') (25.3 SF)-.0.5'� 25.3 C.F.
L.ENGTi{
LYN PIPE- 8' IN TkW + 155' SUPPLY E
153'
- (D
-
PULP OPERATE PUMP TO INSURE IT IS PUMPING AS DES+GNED.
TOTAL- 169 C.F.(75U LBS.J�.F.) - 25,350 LBS.
L.^�SE�
i
!
Lr)
._ -. DO
- 4. MEASURE TkE LEVEL OF SLUDGE AND S:Cti ACCUMULATION IN BOT:-1 TANKS LOUD RECORD A� InN rAF--S.
B. S7Fi COVER (Ni TOP. SATURATED: @ AVERAGE 2 3' COVERwNOR
O OP. 0 A 29' COVER
TTI'NG
_3' Le TOTAL-
T TANKS MUST BE PUMPED WFENE'.£R THE P.CCUMULAi1GN OF SLUDGE OR SCUM REACHES 25R CT THE LirJWD
(4f S.F.) (6 = Zj8 G: TES.E = LBS
3 )0 3
I
a
- 3
- DED-H OF THE TANK. _
CF_AIOvE AND FLUSH OU7 THE L:FLUEN7 FILTER CARrFrDt COhiTR>J THAT !?S CONDITHkN !S SATISFACTORY wD REPLACE. -�
- C. WATER VIEQ4T! _
t.5' DEEP: ('.9� SJ"-}(t3.i8' LENGTH) = 105 CF.(62-4 LE"i/C.F_) 5,548 LES.
W
A • LLS'W
1 15 15
-T3
S. OBSERVE THE LQIIWD CONTENTS OF THE PUMP TAAat TO INSURE THAT THERE i5 NOT A �x-GNIFIGANT SLUDGE OR SCUMNICiN
D. TOTAL.6AiLA5T O 1 5' WATER DEPTH =
t 3 3
-
;
- /
-
ACCUMULATION Q? ANY OTHER UNSATISFACTORY CONSTITUENT PRESENT. -
- 28.9E7 LBS. + 5.9V8 LBS. + 6.229 LBS = 41,187 LES - -
> VALVE
- -
f 8C 80
W'ERSPLW PFxsnlAAma
I
- - �
- -
E 015PL AC£NENT OF WATER- (AREA OF ENDS) 37.65 S_F. (L i4-17') _
_ r-T- _x VALVE
f 27 27
- - _ Lr)
- _ A7 THE APRIL ANNUAL INSPECTON, FN ADaTION TO THE REOUIREILI TABULATED ABC.,*, THE DRiINFIELD PRESSURE HEAD
- 448.91 C.F.(62.4 LBS./C.F.) - 25,072 LES.- BUOYANT FORCE -
:JTAL
y-
- 163 + 15:
330E
D
MUST BE TESTED A`JD RE SET TO 3 FT. ALSO, PUMP DRAV000*1N TESTS MUST 9E PERFClzMED-
G. 41,187 LBS (TOTAL BAL-AST) =
- THE RESULTS OF THE PRESSURE HEAD A+J MA:YDOWN TEST ML;ST BE tECCFDEO AND INCLJTOEa IN THE OPERATOR'S
_
C
- - O
- ANNUAL REPORT
s
- -
- THE OPERATOR MUST PREPARE AND SUBAeT AN ANNUAL REPORT WITHIN 30 CALENDAR DAYS OF THE APRIL INSPECTION. THE
5- V DOSE, 5 - t0 T%tES VOL LATERALS - -
;2U
�h3T`A' j = 2:n?230's
LV
_
REPORT MUST G�-NIA'TN, AT A M-NI+ALW,N, li'J: FOLLOWING 1NF0+?MATON:
4 LATERALS a (O_C09 C-F./L.F.k700 LF.) - 6.3 CF.(7.A8 GAL/CF_) -- 47.1 CAI..
_ 7
Lt 3•. Hp + Ntz
'LTG-
32
-
A THE OPERATOR'S NAME. CERTF:CAP.ON NUME�R, ADDRESS AND TELEPHONE NUMBER - - -
Y DOSE MUM. = 47.1 GAL. x 5 • 235.5 GALJbOSE - -
0
0.59 6.97
7.5:
_
26 _- L
-
-r c „ - - -
- B. TAE NAME OF THE FACILITY WHICH Th£ SYS�M S=RvES AND THE SYSTEM 0&4FR'_ NAME AND A _ RESS.
�!
V DOSE MAX. 47.1 GAL x 10 471 GAL 5E
4-0
2.14 - 6 92 -
9.:,6
!
i n _ `- _ - _
# -
- N
- C. A LOG OF INSPECTIONS PERFORktED INCLUDING TLIE DATE OF THE INSPECTh7N. +NOVIOUAL PFRF;�M-N; THE WSPECTION, THE -
DOSE 4 TMES DA4_Y O 350 GAL./ DOSE
6,7
4.54 6-92
1`.,LC
_
'©
INSPECTOR'S FIMvNNCS, ANY MAINTENANCE AND/OR REPARS PERFORMED, ELAPSED THE METER DATA, PRESSURE HEAD AND
UNIT INSIDE V(%.UME - 43.02 GAL/ INCH CAL:'ULATE: BY D.E H.
- 72
6.36 6.92
1328 -
g
L
ORA000"IN TEST DATA, PUMP OUT RECORDS AND ANY OTHER PERTINENT iNNFORM.ATICN RELATING TO THE OPERATIC.N OF THE SYSTEM.
DO.TWNG DEPTH - 350 GAL/DOSE / 5-6 2 GALyrT - 0.68'
30
7.72 6.92
14.64
i u ;LULL
-
- - -
USE 8` OCSING VDL.= 8"(43.02 GAL/WCr!) - 344-2 CAL
•;NJ
167 6S2
16.59
j �tv► -
- -
- ThE .OPERATOR MUST SJBMNT COPIES OF THE ANNUAL REPORT TO THE L!XAL HEALT•i DEPARTMENT AND THE OWNER. - -
- 344.2 GAF./ 47_1 7.3 1 VOL LATERALS, OK
9. MANI=pLD 5
2HG
' - C
.
- ANY MAINTENANCE WHICH IS THE RESULT OF AN 7NDICATIrrt4 THAT A JRAI?NfC" IS ELIDING QUIRES NOTFlCATION Or THE LOCAL
- - -
A MANSFOLDI
� (.7)i A LATERALS
C]
HEALTH DEPARTMF.Wr AND THE ISSUANCE OF AUTHORiZAT,-.}V TO PROCEED WITH THE INTENDED RFPAIPS OR MAINTENANCE- -
- -
A MA_NiFF(O�LD
A (0.7),12XG.009 SF,)
A IAAVN-,sCTLO
3 D.J 6 S.F.
-
-
USE 4' MANIFOLD, A=
C.M7 SF.
6 2D W 00,10 tC@ t10 tPo "a'W
k
-
_
PAbT'/ liiOki PER t4NM4
G1C
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