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ERUO'SION AND SEDDIM"'EN"TATIOIN'
A. MEASURES TAKEN TO CUN TROT. SEDIMENTAND EROSION SHALL BE IN CONFORMANCE'
WITH THE ' "GUIDELINES FOR EROSION AND SEDIMENT CONTROL"' +•iA^lDE3QUK , 151 TO S SNECHAPTERS34PUBLISa"fED BY _THE CONSERVAT(U i SEfZVIC;E.
B, ALL EROSION AND SE01MEN'€ATION MEASURES TO BE IN, ACCORD WITH LOCAL FILTER FABRIC , ,---- —.-. A___— _ ___-.. FILTER FABRIC ALL. Af?OUND
SUBDIVISION REGULATIONS. FINISHED .RADE
GENERAL GUIDELINES: it fi , A , i7 T1 A ! 6--12 VARIES BACKFILL 1 O Pv11P1 ~`f, fNSAECTIt tNSPECTION
i COVEf25 COVTrR I f fBACKFIN ,. I i1. ONLY THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY C}A!E
TIME DURING DEVELOPMENT.
2. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPT TO SLOPE I oar , ` v v 7' 17 VJ V/ D t ' C/ V V V
THE SHOR €! ST PRACTICAL PERIOD OF TIME,
1 WHERE NECESSARY, TEMPORARY VEGETA€ION AND/OR MULCH SHOULD BE USED TO r----- -- I I I FLOW LINE , c ,
ALTERNATEV/ v V i ,1 ti
I, c--, C % C C 7 C
PROJECT AREAS EXPOSED DURING DEVEI_UP AENT, ,+ , 114, SILT FENCE FILTERS WILL. ESE IN S€aL!_Et) AT ALL CULVERT OU €LEfS AND ALONG THE L_ _ 6 INLET KNOCKOUTS t7 ti v J 7 l v i
3 PLACES I f _- , QE OF ALL CRITICAL CUT AND FILL SLOPES. _ j U `7 % J I ,1IADEQUATEPROVISIONSSHALLBEMADETOPREVENTSURFACE `NA TER FROM OAMAGING 2J
J
TNF" CUT FACE OF EXCAVATION OR THE SLOPING SURFACES OF FELLS.
Ei. FILL SHALL E3E: PLACED AND COMPACTED SU AS '€U MIIVlPAiZE 'iLIUiNC, QR EfZUf()N (y „ ( 19OFTHESOIL
TO VIEW s-7
r.:ULVERF C}ItiCHAFtLir. AREAS WILL. BE PROTECTED W{€FI f?!PF'RP CFtA^tNE:Ls, ENERGY
DISSIPATUFZS WILL BE PROVIDED AS NECESSARY. _ _-
8. CATCH BASINS WILL BE PrwfEcTED WITH Sdf_ € FENCE FILTERS THROUGHOUT TF{E _. W j
CCANS €RUCTION PERIOD AND UNTIL ALL. Di5 ruRBED AREAS ARE THOF?UIJGFiLY 1 TAPER—I - CPrl l j j'_ r
S€ABILILED. DETAILr" ,[^rS ILT N f.,, 49. WHERE "HE SLOPE Or THE DISTURBED SOIL EXCEEDS 57, A MULCH OR OTHER -
SUITABLE SUBSTANCE SHALL BE PLACED UPON THE SOIL UNTIL NEW VEGETATION HAS N. r S I[} O Q I ) I G I V __ _ TILIQUIOM'F1.. B'tIN. 3'`1EN7
BEWME ES..€ABLISHf;D. p} -r a- - _ _ -- --- I - - ___ V_—_ --- _ _ --- __. _—_ '----- --_ —_ ....__ ._ _._.---' - GROUND ;!'` WAVER
r' G' <' 4 r i I 1 I F,tJt. 1. LEVEL i P,It ICaLIat.£ s',,-'
Gv,
i 6' TYP10• SEDIMENT BASINS {DE,E3FZI BASIN:,, DE.,IL T3f'JG dA.irl5 OR SILT TFZAF :) HUULI) BE ,
O • ,
FILTER ' j /T i" rt fj
INSTALLED AND MAINTAINED T REMOVE SEDIMENT rRUM RUNOFF `1 Ai EL7S AND R01A !'
LAND UNDERGOING DEVELOPMENT. EXI T INL, T BAFF_E E a ,/./- . „%/ . ,l, ... /,,
I1. THE PERMANENTFINAL vEGETATION AND S RUC TURES SHOULD BE IN "TAL_E U AS 0ON I EXIST, C ' ., PROViDIiiG 7.1 ;F LF EFFECTIVE LEACHING LEDGE
WELL t INVERTASPRACTICALlt7THEDEVEf_O€'MEN;'f. { tA WELL { , 2
12. ALL EROSION AND SEDIMENTATION CONTROL MEASURES TO BE IN PLACE Pf?!()R "10 I i r JOINT ,a I.
c frip ISTARTOF (ONSTRUC /TON AND MAINTAINED 7HFZUUGHOU T CONSTf U(:TI+7N. BAFFLES
TEE—PEE
Gem
mum
13. ANY DISTURBED AREAS NOT UNDER CONSTRUCTION 'T0 BE SEEDED BE f'NEEN OC €OBER `" -" --- ----...,............ 27TSI' AND .15Th:! WITH TEMPORARY COVER €O PREVENT "trlN€EFZ F.ROSIU d. _ r ;_" t""""'""--- •--, --.,, _,_,-,.,,r,_,,. ---
N.T.G. SIDE VIEW
SECTION A-- A) t
Q Tl ES9HEICOTANKCAPACI
LIQUID A 8 C D
CAPACITY LENGTH WIDTH INVERT r HEIGHT
GENERAL NOTES 8'-6" J10"-0" mox-ELl
4/-'6" 5'--4,,/
1 '
TWIQ C:1 lCMV\/ AKIn 1,1 AD LI AC DC'Ct\r DDCD ADCfI inl Annnnn AnlnC- un-ru crr,-nnxlc nn -irNr\L- r
t . ` ROAf ! 11 .
LIQUID A 8 C D
CAPACITY LENGTH WIDTH INVERT r HEIGHT
1000 GAL. 8'-6" J10"-0"
a, -1Q" 4/-'6" 5'--4,,/
1250 GAL, 5,--0" 41_6,. 5#-41'
1500 GAL. IV— 6 5— 8 40-646 5- 4
2000 GAL. 11'--111', 6''--8" 4.-8" 5,--8"
DEEP TEST PIT AND
PERCOLATION TEST RESULT