HomeMy WebLinkAbout0206 WHEELER ROAD - PLANS GENERAL NOTES •
1.) THE INTENT OF THIS PLAN IS TO DETAIL PROPOSED WORK AT LOCUS
8 2.) LOCUS AREA IS COMPRISED OF .
ASSESSOR'S MAP 082 PARCEL 012 - PLAN BOOK 128 PAGE 25
r
••
• f I / OWNER. EDWARD C. LENK
O TIC TANK I 112 AMBER VALLEY ROAD
I ORINDA. CA 94563
3.) PRIMARY BENCHMARK : SPOT ELEV. FROM TOWN OF BARNSTABLE BASE MAP 082
J NEAR UTILITY POLE 1549/8 - EL. = 79.1'
LEACHING PITS / PROJECT BENCHMARK LEFT FRONT CORNER OF BRICK STEP
•, -J AT FRONT DOOR OF HOUSE 12M WHEELER RD.
p WELL
n�A� �A EL = 71.3'� nc DESIGN PREPARED BY i W
�, + �; • *., I ,..,.,W.TYLER W NIMS PE DATED JAN 13 1984 /
4•) ZONING INFORMATION
ZONING DISTRICT . RF (RESIDENTIAL)
082/022 1 MINIMUM ZONING REQUIREMENTS
LOCUS MAP Scale.
■ 1" = 2000' � N/F PAUL F. PITA, ET ux. I I MIN. LOT AREA = 2 ACRES (87.120 S.F:)
I MIN. LOT FRONTAGE = 150'
002/023 FRONT YARD - 30' SIDE & REAR YARD = 15' / 15'
a N/F H/1RROLD THERAN I
I OVERLAY DISTRICTS: R.P.O.D.
` I G.P.
Lpg
-., ,_.
5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED
-LP549/10 :` r . I TO BE NECESSARY A TITLE SEARCH SWILL. BE PERFORMED BY OTHERS.
9.30' zj',,r. )
`^''' RO 6. THE PROPERTY LINE AVFORMATION SHOWN IS BASED ON CURRENT AVMIABIE RECORD
i CB/DH ' R�8.3 � �� o I INFORMATION CONSISTING OF PLANS AND DEEDS.
HELD ___ THE E)OSTINC FFJATURES SHOWN tIEREON WERE OBTAINED FROM AN ON THE GROUND FIELD
--------- n ` SURVEY PERFORMED BY BAXTER NYE EIGNEERM & SURVEYING ON OCTOBER 1. OCTOBER
♦ _` --y OF PA NT 4. AND OCTDBER 15, 2007. K M10 DEIM�EATION PERFORMED BY ENSR ON SEPTEMBER
R 0 1:162.28 IRON PIPE FIND `.c i �S * ? `�. �.
12, 2007 FIELD LOCATION BY BAXTER NYE EIOVVEERRfIVVG & SIURVEYdVG ON OCTOBER 15,
/' • u%P s49/e 2007. BL1q.W LOCATIONS TO CORNER BDAIM
// � „ -
X F 1 t Poor- AIL ��'
i \�`�, n % FENCE ���� ` SO.4?' x �`: 7.) COMMUNITY PANEL NUMBER: 250001 0015C (JULY 2, 1992)
' 9' ''�r CB/bH FIND S THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES B & C
7;Z.�= ----------- �-
♦ ENVIRONMENTAL I
MAP 08,E ;' ;i ;f u/P /� �, 0''�.i'r •)
-�, ��E 1D 8
__ • SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN).
♦ PARCEL 0/ 2 ;'
UPL ANL� XREA - 1'09,308 S.F. !� i�
.. • SITE IS WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER
WETLAND AREA,/4- 13,475 S.F. ! _-` ---- - k ;, NHESP MAP OCTOBER 1, 2006 'ESTIMATED HABITATS OF RARE WILDLIFE"
TOTAL AREA(- 122.783 S.F. ---f! FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10),It "
(28 ACRES)/ It • SITE DOE'S NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006
/
{ i fIf !I CCERTIFIED VERNAL POOLS.'
- SITE APPEARS TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1. 2006
�''� j��' • "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER
/ Of %y 71 THE MA-WCHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10)
%r %/ - _ __ • SITE IS NOT WITHN A STATE APPROVED ZONE 0 GROUND WATER RECHARGE
WELL. ' , ' _ .--'' '-
O %� Tp / ar/ r - . _ _ -� 6 8 PROTECTION AREA
W ft / 'ro� • SITE IS WITHIN A TOWN DESIGNATED ZONE OF CONTRIBUTION
/ / ,i i / , 082/011
Y j ;� / A = - ' ��1k N/P 9.) OM INFORMATION SHOWN HERON:
' A� ,! - ;�% '�,�'L WILFRED WHEELER J R.. TRUSTEES . THE CONTRACTOR SHALL CONTACT DIG SAFE (AT' 1-888-010-SAFE) AND COMPANIES TO LOCATE
It
UTILITY
082 013 86-----------� / r / ��: (LOT VACANT) ALL EVSTING U71LIVES. AT LEAST 72 HOURS PRIOR TO 7HE START OF CONSTRUCTION. THE LOCATION OF
` TP f4 -- r - ' '- �o EX15i1NG UTRITIES,Ift
CONDUITS AND LINES ARE SHOWN IN AN APPROXIIAWATE
N � / ' / xf/r'' 9/pee--'' WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEN RESEA100 BASED ON THE
A. JAY dt PANEL A J. GODE _ �'' Of 7' �i ' ' �, - - ',%%'' r = - '
RECORDS NOTED HEREON.
o � � � /�`" ,Sa AVANABLE UTILITY THE CONTRACTOR AGREES TO BE FULLY RE. E FOR
,? �' .-,/" - -%'' 6 ANY AND ALL DAMAGES N?•IICH VOIT BE OCOA O IED BY THE CONTRACTOR'S FAILURE TO LOCATE SND
- -y' INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE
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11 -'' CONTRACTOR SHALL NOTIFY THE DONEIR IMUEDUTELY FOR POSSIBLE REDESIGN.
EXISTING SEP11C SYSTEM INFORMATION OBTAINED FROM TOWN Of
.•g !' � � ;' �=� �= BARNSTABLE TIE CARD
gin �A ' 93-393 DATED 8/9/93.
' ;'pf -' • PER MAP PROVIDED BY KEYSPAN ENERGY, NO GAS SERVICE MR 206 WHEELER ROAD.
a • ELECTRIC LINE INFORMATION WAS PROVIDED BY NSTAR M FAX DATED 9 7�p / /07 WHICH
�-. •% ;' ;; It ; ' 9V� ao STATES THAT HOUSE 206 IS SUPPLIED BY A OVERHEAD SERVICE FROM PRIVATE POLE 549/8
� d► \ J ? 7, � ; � �, � �, i _ ,4 c`,
O0 1000 GAL S�AB�7y.5 / O 1 LEACH G r ;, j ;, 3 (VERIFIED IN FIELD SURVEY BY BAXTER NYE ENGINEERING & SURVEYING ON 1014107).
SEPTIC TANK 80---_ _- C --------- - %1 % A
31' _ `' %:/ �'` • 4 i m • PER INFORMATION RECEIVED FROM TOWN OF BARNSTABL.L:, NO TOWN WATER SERVICE TO LOCUS.
'OD-BOX ;' %;I _, ; 000 °J %/! ;' RGw NO VISIBLE WELL WAS EVIDENT BY FIELD SURVEY PERFOWED BY BAXTER NYE ENGINEERING &
7 g , ^� / / TI TANK ;, � w SURVEYING ON 10/4/07.
LEACHING PITS 7 ------ -- ,i' ;' r Tl'P.-(LP a #7 1 i /1 T �; g�y . :, ti rc,
l � SITE LOCATION:
'' ,L'; ;` ;� ` , u anrau�. 206 WHEELER ROAD
SEPTIC INFORMATION IS APPROxIMA,7 -T�- o - r .__ ,,�. ► _._., MIARM10 MILLS, MA 02M
PER INSPECTION FORM DATED 5f 22_r07 / '
PROVIDED BY THE TOWN OF B ABL.E. 7 ` f d R' ` ' n ' 'i i ;' i 'i l' %J ;i i �It iIt �"' 3 v�rT �l PREPARED FOR
2 EDWARD
c LENK
8YW •
• , WOOD FRA E I GAR E f F ..y l 1 �' /
74 71.t9. ' AIt -
PROP0.5T:D LYT OF NdM Pit TIO F. E.=71.9 F E. 7 I '4
Q� 4, ; ,, � i , � TITLE
; ZD6 ; ; > ,` ' ; , A.111 Wetlands Permit Plan
7 KM ow fig, Ak
IRON PIPE FINDAk
i--'-------- C_L... ;,j � � �y •���ci..:� f � I I
' --�. - : b: �,, / ,�. - LL . BAXTER NYE ENGINEERING & SURVEYING
LEGEND/ABBREVIATIONS - ' ; r 0'w
, #l8
INsrA arar u Ao Ww
6$ ' •"^ ;: - _ �,►�"� fy '�J �► 1 70 SOW TAN(
UTILITY PO POLE/GUY WIRE - '_. • __,�_ _ : - y � r 1 ev�v # ,� Registered Professional Engineers and Land Surveyors
- -- = CONTOURS 6 --- - _ _ ,� .,.ra ,n,; .r: T`' D.E.P. File ME 3.4711 78 North s y chu
f- ,. 4 , Sheet-3rd Floor, Hyannis,Massa setts 02601
3 31 Zc>�1
♦ " 6 WrALL PACKN E� Order of Conditions 'res Phone- 508 771-7
- SPOT GRADES 6 '� _�� � _ _- � �� ��••�-L ,�- ,,� , � ExP, ( ) SOZ Fax - (508) 771-7622
0*0 0 = TREES & SHRUBS - - Ltrnr I�rr--' ' ' .1 sE�PuuP _
a FIND � PLAOEp' . �. l- ► ESN OF At
i
= MAG NAIL H i�`�`''- - --------
HELD
M _ ,; ` f" `, r. _ -' ,; CONSERVATION NOTES: 30 0 30 60
TEST PIT 6 �. ,---- ,
1 OVERHEAD WIRES 1 , _ '- j Yri
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' - r Ak
1. NO WORK IS TO BE DONE UNTIL FORMS A B ALONG WITH REQUIRED 4v
UK-UK- UNDERGROUND ELECTRIC ,^ -- %" - `-� ' ' ;,� FRAME ;
\ ,4 PM�OTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. SCALE IN FEET '
• -• = WATER LINE evw evw -# � _= �=_f' ;�.,� �� s- " ----- ��� F�E SG1 3 - 2. UIMR OF MbRK TO BE MNNTAINED IN GOOD REPAIR UNTIL SCALE: 1' = 30'
GAS LINE ,� i4 ak ,4 _ _ � -- ----- _ ` Ak COMPLETION OF PROJECT. .'-
r.. _ ,,I. Ak
- _A -!e� ►- - t �� at` 3. ALL ROOF LEADERS TO TRENCHES �3 a
FND = FOUND ,4
- DISCHARGE TO DRYWELIS OR DRIP
a F.F.E. = TIN , , � � #g ,� ,� �t�Vw �11 � � /12
= FINISH FLOOR ELEVATION
�`
ri EP = EDGE OF PAVEMENT 235 t Ak 'I` DATE: 02/19/08
v
CB DH O - CONCRETE BOUND/DRILL HOLE
= TREE LINE
x
ICV = IRRIGATION CONTROL VALVEspol
, sar ADo PAP, RErnsE sAs
ze P ��._ , ��, NO. BY DATE REMARKS
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ON " MM IMSIGNEDI ITY, ECKED BY: SAW DRAWING NIAIBER
0: 2007 2007-048 surve worksheet 2007-048SP.dw
2007-048
RAISE 2 COVERS
TO FK GRADE AS SIM WITH
NUTTER TIGHT RISERS
TOP OF FOLNMTION CATERS
ELEV. = 75.0 24. ON OPEBIC
GRADE�WK`fir° SET COVER TO 6" BELOW GRADE � OVER
PROPOSED GRADE = 74.0 RISERS a oaVER L�CHING �`►� = 81.Of
COMPACTED FILL
FINISfIED GRADE OVER rAAIK = 74.0 9"� ) Cow INSTALL ONE INSPECTION PORT N
2'ar 80 PVC FORCEbVM (NO SAGS- PROVIDE
i N=70.7 SLOPE BACK TO PUMP CHAMBER FOR P 36 (MOX) COW ACCORDANCE WITH MANUFACTURERS
4• SCH 40 PVC FINISHED GRADE OVER D. BOX = 81.01
RECOMMENDATIONS
2' LAYER 1/80to1/20
s - 5 N CULTEC 330
4' SCH �o PVC •''-..•• - • �:•'..-�, :.' .; �=T0,4 DOUBLE WASHED STONE
r WL '' r GATE vAl tFACFhNG CAS
NV our= 71.3 NV N = 71.0 1W W"'PVc > :•
' v 011f=IOLX684 ' ,_, 24FR STORAGE FNdIwATER ALARM EL�d.57 4' SCH 40 PVC
CHAMBER INN N=78.0
ua
187 PUMP ON E.=68.07 24"
1/e• WET:P 187 GALS.
C"n VALVE 374 GALS PUMPS OFF EL=67.57 INSTALL TEE ON INLET FIRST 2' (TO BE LEVEL) EFFECTIVE
Law WATER ALARM EL-OU7 DEPTH
�'M CONCRETE BAFFLE BA>FtE 187 GALS E1r66.07 12" 4" SCH. 40 PVC
PRmA INVERT IN = 78.4 " =76•
:. 6 STONE /4• TO 1-1/2 DOUBLE
6- s 1" 6" • INN OUT-78.2 BASE STONE
t600 GALLON t600 GALLON PUP CHAT■ STONE e+►SE GREATER THAN t ortlr `
SEPTIG TAN( OW LOADW 8EPTIG TANG OM LOADW ABOVE (� � r•�.� ,�.�• . ,' .
STORAGE PRAIDED •:. DISTING SOILS TO BE REMOVED TO THE "C HORIZON'
HIGH WATER ALARM 684 GAL > 440 GAL 5' � - SEE aDl1S'TRt1C110N NOTE HEREON.
10 BE NSTALLED ON A LEVEL STABLE BASE TO BE NSTAtlm ON A LEVEL STABLE BASE
PROVIDE FOR 4 8PECF PER DAY 6" CRUSHED NO GROUNDWATER OBSERVED ELEV xx.x
l�llP 'ICl��l4��i$ PER BASE
SI fWm PUMP SYSTEM COMPLETE WITH ALL EWUPMEIR AND DRANBACK OF r FORCEMAN
AND coNTRols SfaLl BE FRONDED N ACCORDANCE WrrN RW NOTES _
$_ABSORPTION SYST (SAS)
ALL THE PLAN DO MMTKN AM SPECIFICATIONS HERON. 1. 1 PUMP REQUIRED (SIMPLE)0
THE PUMPS SIIAI.L BE RATED TO DELIVER Z ALARM TO BE ON SEPARATE CIRCW FROM PUMP. Dh7 E�71tD BOX L_EACFNQ CHAMBER (CILTEC 330 OR ECUAU
42 ON O A TOTAL OYNAMK: HEAD OF 18 FEET Me 3. 1 MU010 AND 1 VISUAL ALARM REQUIRED. NTS NTS
CAPABLE OF PASSNG 1-1/4• DU1 SOLIDS 4. MOUNT ALARMS ON BUILDNG NTERDR.
THE PUMP SYSTEM SHALL BE THE HYDROMNTIC NON-CLOG
SEWAGE EJECTOR PUMPS MODEL SP40-1750 RPM /t
NOED00 VOLT TO BE
PR AS AA COMPLETE TO
NCLUDE THE HYOROMATIC HYDR-O-GUIDE RAL SYSTEM.
FOR A CONCRETE PUMP dNMBER OR EQUAL PER
MANUFACRIRERS SPEC F0T10NS (NC UDIEKti BUT NOT
LIMITED TO: WATERIIOHT ACCESS HATCH. GUIDRAI S.
DISCIiARGE ELBOW ASSEMBLY. VALVES LIFTNG CHINS.
MOUNTING BRACKETS. FLOATS & PFWG A WDROMAMC _ .12'
Q-PANEL OR EQUAL SHALL BE PROVIDED FOR NIERIOR
BUILDNG MOUWW MEETNG THE SPECIFIG17i0NS PROVIDED
MRTHN THESE PLANS
FINISHED GRADE
CWRADKTA/SCTOR TO SUBMIT PUMP ctED P AND MMIUFACRJRER 36"MAX.-9"MIN.� � COMPACTED FILL\ �\ �NV \
DATA/SPET�ICATDNS FOR SELECTED PUMP AND STiPLD(NG • •
S?ONS�lCTION NOTES:
Sy M EQXMW TO THE D40KM FOR APPROVAL �_ y . . 1. ALL SYSTEM COMPONENTS SHALL. BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE
6 4 TOP OF CHAMBER STATE SANTARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF THIS
2 1 2- LAYER DOUBLE WASHED STONE 1/8- PLAN, & ANY LOCAL RULES REGULATIONS
8 � TO / dt REGU APPLICABLE.
Z ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION
PUMP SHALL BE MISPECTm N ACCORQANCE WITH TITLE V
OPERATION AND 5 OR FILTER FABRIC INVERT INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER.
E PONMENrAL CODE FOR PROPER OPERATION AND N
Act WMi THE MANUFACTURER ATM AM
TO 1-1/2* DOUBLE 24' EFFECTIVE DEPTH
SWMTM MOMM0N REPORTS SHALL BE StBMt17ED TOWASHED STONE
THE LOCAL OWN OF HEALTH. 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG, NOTIFY THE BOARD OF HEALTH
6 STONE BASE AGENT AND DESIGNING ENGINEER FOR INSPECTION.
4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS OTHERWISE
NOTED HEREIN.
7 1 4' 4' 4' S. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" . FOR A HORIZ
9 DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310
3 SECTION CMR 15.255 TO THE TOP ELEVATION OF THE SAS
NOT TO SCALE 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER.
... ........ ........
6- MIN. PLASTIC LEACHING CHAMBER DETAIL 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS.
::
! =:.. (CULTEC 330 OR EQUAL)
' :
UNDISTIUR BED, \EARTH y\�i
1 - GRINDER PUMP TANK AND ACCESSWAY.
DESIGN SCE ELEVATION
2 - ACCESSWAY COVER - FRP.
3 - LIFTING EYES - for lifting complete grinder pump. INVERT AT FOUNDATION �1,3
4 - ELECTRICAL JUNCTION BOX - Electrician connects leads from
5 - GRINDER PUMP nnect box POWER tem AND ALARM watertight
connectors. INVERT INTO SEPTIC TANK
6 - RAINPROOF ENCLOSURE - Equipped with circuit breakers or .0
disconnect switch. INVERT OUT OF PUMP CHAMBER
7 - TANK INLET - 4' PVC Socket. �•'a
8 of VENT - Tank must be vented thru inlet piping within 4' INVERT INTO DISTRIBUTION BOX k. ;8,4
SITE LOGTION:
9 - DISCHARGE
GRAVITY SERVICE LINE - 4• Dwv INVERT OUT OF DISTRIBUTION BOX
10 - DISCHARGE OUTLET - 1 1/LI Male pipe thread. 8•2 206 WHEELER ROAD
11 - GRINDER PUMP DISCHARGE LINE - 1 1 per
nominal pipe size. INVERT INTO LEACHING CHAMBER 18.0
12 - CONCRETE ANCHOR - 300 Ibs 2 cf per foot of accessway plus
MARMN MILLS, MA 02M
goo Ibs 6_cf for Model GP 210, or: BOTTOM OF LEACHING CHAMBER �6.0
1,800 Ibs 12 cf for Model GP 212, or,
3,300 Ibs 22 cf for Model GP 214. PRONM
13 - BEDDING MATERIAL - minimum rounded aggregate (pea grovel). ■ L0� SATE /O7 EDWARD C. LENK
14 - FINISHED ds GRADE r Gradecline y be in below top of accessway P-IZ064 ��
and slope away from accessway opening. �
BARNST
SOIL EVALUATOR: BOARD OF HE/.TH AGENT �
S>tivE WILSON, P.E. DONNA MORANI R.S. WOUSIndS Permit Plan
c- GiRII�ER PUMP N.T.S. LE:ACHM AREA REOLOREMENTS TEST PIT 1 TEST PIT 2 TEST PIT 3 TE! PIT 4
DETAIL NITROGEN LOADING LIMITATION: 330 GPD ACRE 28 ACRES = 924 PGD G.S.E. = 80.0 G.S.E. = 81.5 om G.S.E. = 76.2 on G.S.E = 80.0
RESIDENTIAL: 5 BEDROOMS Ap; 10YR 3/3 ; SANDY LOAM Ap; IOYR 4/6 ; SANDY LOAM AP; 10YR 4/6 ; SANDY LOAM AP; 10YR 4) ; SANDY WAM BAXTER NYE E ENGINEERING G & SURVEYING
TOTAL DESIGN FLOW = 550 GPD Registered Professional Engineers and Land Surveyors
GARBAGE GRINDER (NOT INCLUDED) = N/A B ; 1OYR 5/8 ; SANDY LOAM 8 ; 10YR 6/8 ; SANDY LOAM B ; 1OYR 5/8 ; SILTY LOAM B ; 10YR 50 ; SANDY LOAM 78 North Street-3r+d Floor, Hyannis,Massachusetts 02601
PERC RATE = <5 MIN. INCH (CIAS.S 1) no 280 20' 22' Phone- (508) 771-7502 Fax- (508) 771-7622
" -. LIAR = 0.74 GPD/S.F. C1 ; IOYR 6/6 ; COMPACT C1 ; 10YR 6/4 ; COMPACT C1 ; 10YR 6/4 ; COMPACT C1 ; 10YR 6 ; COMPACT
3/4 -1-1 12 MIN. LEACHING AREA OF SAS. REQUIRED: FINE SAND FINE SAND FINE SAND FlN6AID 30 0 30 60 �H
DOUBLE WASHED STONE 550 GPD/ 0.74 GPD/S.F. = 744 S.F. MIN. 72" WITH TRACE OF SILT 64' WITH TRACE OF SILT 48' 70'
DIST. LINE IN PROPOSED SYSTEM:
SCALE IN FEET
N C2 ;10YR 6 4; MO. COURSE C2 ; 10YR 5/4 ; MED. SAND C2 ; 10YR 4/4 ; MED. SAND C2 ; 10YR 6 ; MED. SAND SCALE 1" = 30' rt e
6 - CULTEC LEACHING CHAMBER UNITS SAID / SMALL COBBLES WITH (COBBLES M WITH COBBLES WITDOBBLES
�p WITH 4' OF STONE ON SIDE, 4' OF STONE AT ENDS, 6" STONE BASE 144' (ELEV 68.0) 1440 (ELEV 69.5) 90' 102' iSTE`A`' ,
s, L LISP`
SIDEWALL AREA: (44� + 12')2 x 2' DEPTH = 224 SF C3 ; 10YR 6/4 ; WED. SAND C3 ; 10YR'4 ; WED. SAND s
BOTTOM AREA (44 x 12) = 528 SF 6 D�
°` TOTAL EFFECTIVE LEACHING AREA = 752 SF 144' (ELEV 64.2) 144" (ELEV e)
C
4' SYSTEM DESIGN CAPACITY = 752 SF x 0.74 GPD/SF = 556 GPO pprC O 90' PERC O 72' DATE: 02/19/08
44' SEPTIC TANK SIZING: 550 GPD x 20OX = 1100 GAL RATE- <2 MIN/IN RATE- <2 MIN/IN
y USE 1500 GALLON TANK CLASS I SOIL CLASS I SOIL
PLAN VIEW
r
NOT TO SCALE AM PUMP. Re4W SAS SPw2
ccN0. BY DATE REMARKS
wNBy, MM IDESIGNIED BY:
Err: SAW ERA*= NUMBER
0: 2007 2007-048 Surve worksheet 007-048SP.dw
2007-048