HomeMy WebLinkAboutBayley, Heidi SC UTHCLD IP STEWTER d SPC6AL PERM T
CCNSTRUCTI CN CR ALTERATI CN PERM T
SEPTI C TANC or CESSPOOL
Per rri t Nb. 4231 R Fesi dent i al X km-Fesi dent i al
Fee $ 10. 00 Septic X Cesspool
PERM T I SSI ED TO
Nane : MERYL KRANER
Address 1: P 0 ®CDC 683
a t y St Zip CFEENPC RT NY 11944
Descr i pt on of Pr oposed Const r uct i on or Al t er at i on
SAN TARY SYSTEM FCR SI NGLE FAM LY DiPELLI NIG
APPRCI,IED AS SWM TIED AND AS APPR)JED BY THE SIFFCLK CONN DEPARTIVENT
CF I- ALTH SERVI CES. Fl NAL APPRJIAL REC]J RED FRiCM THE SIFFCLK CCIJVTY
HEALTH CEPARrr ENT. FEF #R10- 14-0005
Nacre Cf Owner I-El DI & ROBERT BAI LEY
Mai I i ng Address 1 16 RYAN DRI VE
City St Zip ELLI NGTCN CT 6029
Property Address 1 129 I N-ET LANE
C t y St Zip G EENPCRT NY 11944
Tax Map Nb. sect i on 43. 00 bI ock 5 I of 6. 000
Cr oss Street MNN-I4SSET AVENF
Bui I di ng Per m t Ninber Cr oss Ref er ence:
Issue Dat e: 4/28/ 14 Elizabeth A Nevi I I e
Sout hold Tow, a er k
1111
/ %gUFFOLt
ELIZABETH A.NEVILLE,MMC /0 0l/,f, Town Hall,53095 Main Road
TOWN CLERK G P.O. Box 1179
Cl) Z Southold New York 11971
REGISTRAR OF VITAL STATISTICS ‘`.1 ° ��
.� � Fax(631)765-6145
MARRIAGE OFFICER " t `► ��
RECORDS MANAGEMENT OFFICER '---_�0,1 illi *re, �i� Telephone oldt 765-1800
FREEDOM OF INFORMATION OFFICER ,���'� www.southoldtownny.gov
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD _ ____ __..__ ---1
TO: Southold Town Building Department ! I
i U L, APR 1 1 2014 `��/
FROM: Carol Hydell, Southold Town Clerk's Office { I
DATED: April 11,2014 D
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4231 for a Cesspool/Septic Tank Construction
Permit submitted by:
Meryl Kramer for Heidi & Robert Bailey .
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and return it to me. Thank you.
* * * * * * * * * * * *
I have reviewed the application and location map of the project cited above and make the following
recommendations:
APPROVE
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
-\‘ if
Signature
nature
Z)' /11-1 A‘
Dated
144W
4•
, � S�fFO(�-0
l 0
ELIZABETH A.NEVILLE � �`Z` .<` Town Hall, 53095 Main Road
TOWN CLERK p P.O. Box 1179
ti Z Southold, New York 11971
REGISTRAR,OF VITAL STATISTICS v. �
MARRIAGE OFFICER
O Fax Fax(631) 765-6145
RECORDS MANAGEMENT OFFICER '=_yL �el Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER = 0'( * *061.
061 southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @ $10 7or Non-Residential @ $25 Application No. LIR3/
I )cramelPermit No.
Applicant Name \may`
Applicant Mailing Address 'Po 10)C, CO C?7
cSrttn port, 1\J ' 1Vt4
Septic Tank.2C or Cesspool �4
Brief Description of Proposed Construction or Alteration
4W1.0 v41)60-
Location of Proposed Construction/Alteration: D ,�i,,,
Owner of Property: W- 1WA, 4 ^ert t&1
Owner Mailing Address: l /ya Oil v32.,
tll� ►� GT OCvO Z1
Owner Property Address: az 1261, 1 r 'e lam. ,-
((r. ipo
Name and phone number of contact person
Tax Map No: Section 4'? Block S Lot 6
Cross Street 1_ 10.r"` �S �� ‘1 -1Z--
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEAL D 'ARTMENT APPROVAL
1/ , / / 4 '1 ' 14.
Signature of Iplicant Date
Received by:
7 SITE I:N FORMATION T(� SENtK ►U II ==
S 1 V� DRAINAGE AVE CALCS: I. DRAWINGS ARE NOT TO BE SCALED;DIVER
SHALL NOTIFIED OF ANY DtSCREPANCE
LOT COVER/NEE E BUIWAKELANDS N t)E AD VOLUME = AREA X RAINFALL x COEFFICIENT 2. SPECIAL CARE SfIALt BE TAt:EN TO A55UF
AGENT AREA f1QVE�F2A : RAINFALL = 211/1-1R. = 0.161' PREMISES,MING IM ROVEMENTS AND u
LOT AREA: 17,978.71 S.F. LOT AREA: 17,978.741 5.F. COEFFICIENTS: 3. GENERAL Ca/TRACTOR SHALL PROTECT T
PERVIOUS DRIVEWAY = I.0 EREGTTN6 ALL REOURED BARRICADES TO
i WETLANDS (-) 1,858.741 S.F. (103%) WETLANDS _ (=) 1,858.11 S.F. (103%) ROOF = I.0 ' TION'
UPLAND LOT AREA, 16,120 S.F. (84.7%) UPLAND LOT AREA. 16,120 S.F. ( ' .7%) LANDSCAPE AREAS = 0.20 4. NO MATERIAL SU65TITIMON SHALL BE MAI
SUBMIT SUBSTITUTE MATERIAL SPECS AND
•' EXI TING LOT GOVERA : ALL M ER MGR TO BEENf.EMAS OF N
STORM DRAINAGE SYSTEM NO.{ 5. ALL MATERIALS ARE TO FEN AS SPEC
DWF1 I IN6 1"1/PORCHES 4 SHOWER: 2,230 S.F. EXISTitie LOT : (DEDIC.ATED TO ROOF RUNOFF) USER FIXTURES OR USED MATERIALS ARE
PORTION OF SHED: 57 5.F. DWELLING JAI/PORCHES 4 SHOWER: ' 2,230 S.F. BUILDINe FOOTPRINT = 2,130 SQ.FT. b. GENERAL GartTRACTAlVWI SHALL 000RDINP
CANTRACMS2,287 S.F. (l4.2RS)
2,130 X 0.161 = 35511 C.U.FT. TED AIV)
PORTION OF SHED: 57 5.F. i. TBE C
ASPHALT MATERIALSRIVEWAY: 1,404 S.F. VOLUME REQUIRED = 355.71 CU.FT. MATERIALS AND COLOR MATCHES OR OTT
(4) 4.151,4 X 8.5'L6 X 3' DP LEACHING ADDITIONAL CONSIDERATION SHALL BE B
PROPOSED 1.1OT GOVERA * 3,687 S.F. (22.85) COORDINATOR FOR APPROVAL PRIOR TC
FRONT PORCH 4 REAR STOOP GALLEYS 8.ALL MANN INSTRUCTIONS SHALL BE FOUJ
WISTEPS To BE REMOVED: -140 S.F.
VOLUME PROVIDED = 384 GU.FT. 9.REMOVE ALL DEBRIS AT END OF EACH WG
RELOC'L7 SHED LOCATION. +39 S.F. PROPOSED LOT : STORM DRAINAGE SYSTEM NotHELLKEPT iONtINT.
10.P U AIV V ELECTRICAL CONT'RACTOF
FRONT STOOP 4 ADDITION: +151 S.F. EXIST. DRVI'IY TO BE REMOVED. -1,400 S.F. (DEDICATED TO RUNOFF WITHIN TRIBUTARY I) BwwM DEPARTMENT UPON COMITY>
REAR STOOP: +31 S.F. FRONT PORCH 4 REAR STOOP PERVIOUS DRIVEWAY = {,3341 SQ.FT. II.ALL WORK SHALL BE GUARANTEED FOR A
2,368 S.F. (14.1%) WSTEPS TO BE REMOVED: -1442 S.F. LANDSCAPE AREA = 4�t83 SQ.FT. FOR FINAL NOTED.ALL CONT NT.RACTORS SHALL aNQ'
• PROPOSED SHED LOCATION: +39 S.F. TOTAL AREA = 6,122 SQ.FT. 12.ALL MATERIALS USED SHALL BE OF FIRE
PROPOSED FRONT STOOP 4 STEPS: . +158 S.F. 13.6A5,ELECTRIC.SEWER.POWER,HATER A!
PROPOSED FRONT ADDITION. +38 S.F. 1,331 S.F. (DRVWY) x 0.161 x 1.0 = 223.6 C1).FT. DISCONNECTED,REMOVED OR SEALED U
PROPOSED REAR PATIO: +187 S.F. 4,'153 S.F. (LNDSGP) x 0.167 x 0.20 = 158.15 CU.FT. RETIONS OF THE paxUT�.ITY OF!
PROPOSED REAR STOOP 4 STEPS: +81 S.F. 223.6 C:U.FT. + 158.t5 CU.FT. = 382.35 CU.FT. a6 o O PAALE
14.FOLLFCILLOHI APPLICABLE STANDARDS IN DO
2,Ea50 S.F. (16.4%) VOLUME REQUIRED = 382.35 GU.FT. FOLLOWING A55OCIATI0r6 AND A684011
(8) 4.15 11,4 X 8.5'LG X 1.5 DP LEACHING GALLEYS 'AJ,IWERWITERS LABORATORIES,I
VOLUME PROVIDED = 384 CU.FT. A56OGIATION DEW.AMERICAN NATION
14.ALL AREAS LOCATED SEAWARD OF THE
.; MOWED OR OTHERWISE DISC.
,
l 1 ,
IIIb'
DISTANCE FROM
WETLAtO5
MS
b INI q
20N'
► �d `
-r MAINTAIN 5%MAX.SLOPEcl. I
�, -a G.I.GOVJ:R T.O.SLAB
. FROM EDGE OF °'. C.I.COVER
EL:01' 0 EL.1.61' $
FINAL t� SANITARY SYSTEM OUT 20' 4 EL = 1,13' 'V ,ter'-"'-'-' • p i i.
20'PERIMETER IN EACH DIRECTION C.1.COVER �' ►-�.
EL ='6,83` 05,7•119-1-, �_l'""! 77� \,/7\,./s//‹.\ru r�r?� rif ri��i r r .�fi� OM I
EL.5.83 (MIN), . �
tb.Ix v•► v♦ ,....„ , '.> �,s,,� `\.„ \i���,,,c/ �4 RIA PYC PE. err r� r � : FLOht Ulf
_K \/ f / • �\ , ` ;.\ .4, 2, N., t7 t') 'Eriiiiiiiiii ��y` B.O.S.III ,= 6.4' .� _�""'r',w',: v lE.=�?.37�
EX. ORD 6.0.5. = 5.4' 1 m FLOW LEVELcq IE:bAJ' 100' PITCHED ore" /L.E. _ n A :c) I
I EL. 5.4' bi• ►�' 1.25" = WO'MEN SLOPE • �`DIA SEPTIC TAtI .'
• 3'fALLAR OF •
•
LP.(I OF 4) i DLP:(I OF U ry
GLEAN SAND • z • BOT OF POOL = 3.4' EOT OF POOL = 3.4'• • USGS DATA WELL NO.516183.2 + $A.TAJ = EL 3.4'
• x . ". . HIGI.EST RECORDED GROIN{ 1ATER = 156' T
AND GRAVEL . •?Ni • .8 ) '•
. • a-O - GROUND DATER EL. 1.4'(TEST HOLE) Z-Ni.
f
PROPOSED SEFT I C SYSTEM DETAIL
NOT TO SCALE
• .
• . . . __. _ ____
..,
s :
. , •
. .
. . _
. ,
. . .
, . .
EXISTING SANITARY SYSTEM TO BE REMOVED
. .
PER SCDHS ROOUIREIPENTSI
.
.
. •
SEE PLAN FOR 'REFWED LOCATION(PER OMER)OF EXISTINS SYSTEM
/
•
I . .
. at
' t
THE PROPOSED METHOD OF ABANDONMENT FOR EXIST1NS TO BE REMOVED .
/
t
COVFONENTS OF SANITARY FACILITIES IS PUMP,RBIOVE AND COKPACT
FILL.AS REOUIRED FOR NEW FOOTINSS A14)FOUNDATIONS. MANHANSET AVENUE /
/
LAND WF a1
. ,
PROPOSED STOM RDRAINAGE SYS.No.I
VERNI FAMILY U.G
( I
gRoSION CONTROL MEASURES rn PHELLINSS-14/PUBLIC KO DEDCATED TO ROOF RUNOFF)
USE: 6.4 * PLANT 10' PORI
i BUFFER ADJACEI
i . INSTALL INLET PROTECTION PER DETAIL, -
‘4:;) EX.ASPHALT DRVWY TO BE 4 -er.5Lex4.5111431YDP f3OUNDRY WITH Ni
• (TYPICAL OF 4)SEE DWG No2 CZ; RDIONIED.AND REPLACED STORM PTR LEACH).*GAU-EYS A‘t,_
ALLOW OUTERMO!
In Hi PERVIOUS GRAVEL (INTERCONNECT AS 5110144) NO*US Him 150 FEET -1Vi., PASSIVELY REVE
PROPOSED STRM DRAINAGE SYSTEM Mi ) In DRIVEWAY,SEE DRVNY . r:k PRTERTY LINE
-11)-
. ,
(DED)CATED TO TRIBUTARY I RUNOFF) SECTION(THIS DWG) •/ ,
,
/ PROPOSED STONE WALK "r''' r
USEg Levet6R).0 ELEG.SERV
. I - WARM 100 RES. TRENCH AND DRIVEWAY DRAIN, .
TIDAL WEL
/ EXISTING OUTDOOR SHOWER .," DELNEATEC
4' HOE FIBERGLASS RE*.x 16'Le AND RBSUIRIX. ' S87°0500E • / .... , Aff)NY505
EX. IL POLE 4 PROPOSED FENCE / P -IFE
FITTINGS(CONNECT TO GALLEYS AS SHOWN/ „fit)PIPE c
p-85L6x4.5111x1.5DP STORM HIR LEACHING GALLEYS, 4, C .. 1111.11111 _ arra WININIIMIONMINIIIIIIM1111110204 r.s, .
i . •••• v.: -••••••• rz 1,„ WNW 22 t• S---... , , ., x
•
. . .INTERCONNECT AS SH0144 4;.;:i 1 0 r •- x x SE-4 i
• OPEN COVER TO.O..LON F'T. a 1
Viti:/ -14- li-----, .0001 i 4
.(650111?COVERS AV 2 OPEN COVER) VARIES FROM EL 5.4'-556' EL 5.2 ell g A s. Ak.
-..„, . E.' 1,0.1..__WJ -., , .L..... tam 1
•• •
1411-51-M/
• ,
-24.4, .... ... PROP. PATIO BELOW / /" X A X
R(>51041 CONTROL MEASURE: li<MI'. I 111_ Loi 0 L'.6; 1 412) PROP. I STY APP.r.- Cr' I „.• • • •
STABILIZE CONSTRUCTION ENTRANCE PER - -F---I---.:,.. (PERVIOJS PAVERS) i •
114114ti .::: .f PROP'. GYRO PORCH
EXISTING ..- q.21x205(18116 S.F.)//K,, ,..,4kx "•• . .cl.
I= Ps LSTEPS
tij I ..-.. .... .- ........ NI ‘• • , - • • .2, s4,*.x.
R .7„ti Fi ;a-i''•
Ea'al Mil L.073. e__Lei. -1.__Le..14zio 01.Thx15.5DP) i -- - g.z's RECONSTRUCT 1.4) 4. . x . . 0.., ..?
, i .4. 4 STOOP 3.150:1,15' st •''.':, x Ati. f..) s.•
GUL
(DI.ELLIN66 MI ;' NO leis WITHIN 150 FEET ,
',` TEST ii g 52 i . ' " Ex •. ..-....,,. . 24.4' 6 Act.715'STEPS ; 1'' x ..I/ c26) v.
Rex HATER) 1 OF PROPERTY LINE
. . . kr ' • P ' x " v*6
, .
s..4---11 •. .:.' •
A P.10.4!..tle 42!„„ 4,, % x x. It
. .
, d CIERI r
' / " -. • '. ....... ''---.: tt '-..: .1.;.. 1.! Nil • sil ()
AL
PROPOSED l'HATER LINE TO BE INSTALLED 4.1 b°4 ; / ..,.. ,,...e`•,- a ......• STOOP 'Ijick..' X X
= 1 / 7.6,14, ,,, l• , mis)LOC kr treeli-E y....... ....i. ,al. , 43 cr Masr 5 rj ma'"'""rilillosik (P LAND NI
• . EXISTINO COWECTION EX krap 5E/iv 4 .. :.:. OF EX.FY5..-":1!•••... _
.•.. .
; ,' mow, r-- --Q .....1.. EXIST. .:11k.E. • ' ' Nal,„,,....aurakimir t)
POINT TO RBIAIN z --s °REHAMI /Li ÷ / 41//r%W.•** AP -- ..• t.•;i: .144 WOO(MOP 5.1%) ki% THE TOON OF 1
o
, • '54.Ex Hii. '..! 0)1 i VI° ... 1st FL. .Y...1--::64.z 5 INtrillbakaii' Ailic. ta Tp,
'..ttr,,::..;:•.!%. 41.5'MX.tiCAr )
...,...' RIMAN
,4? p)-.
g EX KIR WRY.. 1: .
exist?1.42.5.' „to FRop LP ligs .0,.
PROPOSED ALTEKNATE SEWAGE DISPO5AL i TO ee .;,' , •4,1 a., i, , '•.. s.... ....- 10,1:5
( Orl. 1--V
.RooF•rici- - mone 2ect ft) a't.
SANITARY SYSTEM FOR HIGH GROUNDWATER ,s: • . . ,., x .
:orccK ; 555'kr- .41ti.
, .
CONDITIONS(3 BEDROOM); kr: .s; ' I . •• \P'-e:A.p le?.4al.0 CI \ ..1" , le-4
MEs ..',(..0\\'‘.:84.4 ........ ----
,To. .., - Te. ju i V++: x x •
I - 10'0 x 2.61 EFF DroPTHI SEPTIC TANK oe ,.... ,\43044ki;:rf..16 1 ik ' Z` PROP.2nd FL., - /..." ff 4 / \c, •\ ..
i,43, x hi 802°27120"W
• I - 6'0 x 3.0'OP DISTR. LEACHING POOL /''EP \‘,,,Ei-.•\.5.4).i.........1••.• ::I ADDITION / \+4. x • 9.18'
•
4 -804)x la DP LEACHING POOLS ,,,.'"o* 40-01 L''.eq il It \ .1 o y 6--, --010-t -. a' itte ' 1 1 . 4+4+ S X x . 153
I3V ‘ i 1 EL t, •'• • \44.+.. x s
• 50%EXPANSION SO*MAINTAIN • ..e_.,,. . it) , , it,-.0 s----/ 5.q, fr, 0 43., ' aski) Fs•
333. .4 I LoT ; ++.4 x x x Au_ Exis
• 5%GRADE WITHIN 20'OF SANITARY SYS ..
.
cs4•..... • ii . ) \411P, v.) •• --117 . EL
0;3, ,,,,,,, .I
':' IV 1000-43-5-6 / fil ' . .
1 . x. x
41 1E-2 rime 4,il
ciz,
,...„- cv T ...e,6
(SEE D145 No2 FOR DETAILS AND CONSTR. '$' `, 4, ,„..-
, \1 t) .,
/ I 41 4 4.
4 4 x ...
: V 1:tttew Line(f...)musT Bi. in,:e:NpreitE:tesOFdar,BlicARIceThla;
• ------'5'• INSTALL SILT FENCE IN LOCATIONS ssom
REatiREmENT.5) ; t Ni • ' ,, * - - v4.2 x
. • ,
0 v....i . ,. , ir, / .•.r'..- -- 00 *k.
1+4.1 x X/ o' l •
0.4
' 411V"'' Eq:1-6.1.° - . • 4X
N ftn..) :' • "le
. •'•••. + x t...e•I N
. ,
' `-
A In f : : 'ay f EL 5.1 .** x x.....:::•WN• AIL
TO BE REMOVE: •: a.62 . ••••••1111•10111100 ••••••••
FR. SHED TO BE
.1141111111111111llaftallawaser.......... 1................................
tuffolk County Dept. Of Health
... I •Call 852-5700, -48 HP:,
ours .n Advaneet fa4)SION CONTROL MEASURE:
I AND PER DETAIL,SEE 0149 No2
I : TL. AREA
.:61,122 SQ.FI.
EXISTING I AR,2 STY FR MELLING
To BE LFTED AM)MODMED
EX. F.FL.EL. = 8..4',EX. ROOF EL. = 333'
ries.ftei c ei im - te%A 1 • •••.... .\\_.
EXISTING b'xI2'
qe.mosoNA.F5.807°05'00"W
RELOCA 5.1041
(AREA: .
'EA .
.. ,
., ,
7..................-..,yau.y.,.onwrawi'wv'n w personal property,it is the contractors
T FIRST INFORM)PJIN6 TIE EO TIE R I ensure underground lines are marked. responsmility-NOT the homeowner's—to contact
FOR APRVI_,IN HRITTN6 TO THE :Excavators and contractors can also submit DigNet Having utility lines marked prior to ENGINEER,
CONSTRUCTION DO NTS. ANY
locate requests online,through ITIC.If you do not digging Is free of charge.
PTABLE EXCEPT A5 NOTED. currently use!TIC,please call 1-800.5247803 „cps"(E O/
. 2K HITN THE WORK OF ALL OTHER for more information. * �f P E Y T Ll,
°� il
.
TS ANq IRREGULARITIES IN Abar3tfipnrTent of exiirtt?sanity systemrn �
a.SITUATIONS W31CH REGBIRE CO '' mu be�Tz
Tit ATTENTION OF THE i'RQ ECT CO �cJlth t�0{�ATt123 >`v TliIE111Cn�Submit i w ,,,,4ic4 t5 7°
TION.'LETELY '� iF'`ttl WWM. �.,.RS proof, • na *I., j "�
ORDER TO ASSURE A CLEAN AND 1 �� ��
PC 15lBLE FOR 516N-0FF FROM
O�fiS 3 ACI
SUFFOLK COUNTY DEpAttTI6ENT OF lguActTH SERVICES °IONALr-
'OF OE YEAR MSS OTHERWISE
ANTES IN HRlTUI9 WITH REQUEST PCflMI'i'Cclt't 11PPRsalrAl C3�G`Otta T `i'tOtd FORA .
QUALITY.
SINGLE FAMILY I RF.BIDENCE ON[.'( JEFFREY T. BUTLER, P.E.
56/ICE C(NtECTIONS SHALL BE
AL, YTH TIE A :RiWDICTION p R 0 3 01H.S. t �, oto. R.1 t) Li' p
..H.......4..9
H
7 R1BI IGATfON5 OF THE AQ�RtyvED ATC o. •...+. � -' j
_FIRE PROTECTION ASSOCIATION � lb .
OVAL FI PrTRICAt MANi1FAG1URES FCR AXIMUA10]✓ BEDROOMS
DS INSTITUTE(ANNA ii..,* § )::
}VS BOtRVARY SHALL.NOT 5E EXISTING EXPIRES THREE YEARS FROM DATE OF APPROVAL. VIIIIIIIIMPZ
1 STY FR DWELLING -: I'"� > L�
TO BF LIFTED ' SGUHS APPROVAL AREAS
r....4. Q `P
AND MODIFIED �}. Q z 0
HOLE
(3 BEDROOM) TEST HOLE q 0 Lu W n' i Q
!' TEST HOLE RESULTS ACQUIRED FROM
�-
FROM PROPOSED SURVEY BY KENNETH M WOYGHUK N O Q
FIRST Fl..8.=10.4' GROUNDWATER ENCOUNTER AT L;
3.N3' BELOW GRADE .G ► '� W Q
A.4 ,-. z
Ear.52 GRND LVL. - 0.01 --Ti # m
IL DR BROI^*1 `-.i < H I-tu -1 LT 1
�1ci)
FIP EL 9.0' ELEV.42' cQ LLOAMO, (, RECEIVED LL 0 4
., a m c'v
,„,,,,,,,,,,„,,,T,,,,,,7_,,,,;/ i to BRO}^N
���� �� • ��/�N. �� GNfl WTR ® LOAMY SAND AR l 3 2014 tT u-
,/,'A// f . es,/ ,4 /X/. _
a cti EL1.4' -'
r 7 > yQ
' i`� _ IN GRND LVL = 320HEALTH S O
r ,. SERVICE:<<� � � ',\X4%<� � � � IE.-7.08 ..
,.. '' O.� - —— —_1_ . . OFFICE CF WASTEWATER MGT. Z
A PVC Xis
C EXIST GRD HATERZ C
IED o.k' /L. . = to EL. 5.q' 0 0 . fl
12I'MIN SLOPE v
IEEGUIRED FILL Atb TOPSOIL GLIANTITIES,
ELEV.-IA' 1111 GRAD LVL = -1.1' (MATERIAL TO BE ACQUIRED FROM AN APPROVED UPLAND SITE) _
HATER IN I.FILL'(TO BE OF COMPATIBLE GRAIN SIZE AND/OR 501E TYPE): FAO.__. :
MED.SAND REQUIRED FOR REMIOVAL OF EXISTING SANITARY SYSTEM = t25 CU.YDS.
BQUIRED FOR PROPOSED ELEVATION IN GRADE o t42 CU,YPS,
TL FILL REQUIRED: *I CU.YDS.
2. TOP SOIL
REQUIRED FOR PROPOSED EiEVATION IN GRADE _ *O CU.YDS.
• ELEV.-4.q' GRND LVL = -10.1'
SEPT.5,2013 TOTAL FILL MATERIAL TRUCKED IN = ±101 GU.YDS,
- of 2
1,