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j EROSION CONTROL NOTES
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CONSTRUCTION NOTES
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2. CjjP.T4dIu D TO 8E I06PE4.-TED 6T 7 IE u" NEZLTH DEPT.
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lin chiasp is *ion I000tWe or ekwauiR eiaii to anis wAlwA iii 0
General Requirements for Erosion Control: thane SO&W am Proper , s
A elaieduie of to bw rade Amtf" and lata for Tbs sagaw sib be setilfed Pda r, to to mei beatiea and •
myolr dsealopareot Ppm"• such sm land ditrfa>i and gt'aaiiy. stares stet+es lee UW liispssai "Sum to iaMoilria: flu D
MW mimosa sewaie ioscaiiatiroa„ etc.
for SU
i, smoho tabic. pr"ary lseek "dam $WMWW atalti'iai >iNd P a
for all d'tetala a" aie+air sad w ii. Tt
ac soidisy. or t+e.rtatt+oa plat60A. an
unprotected or ua ecatsd aewr abali be r sena er Flo soil atltaripp9 er•oe as alar nM the ansa of the i
possible. sarwys kraal ap lMrs 1wiwt a wiM lwaiR. s
Excavations, Fills and Gradin A 1i awd sswse Ami ' +a emalm ` 0e r"°
peels t foe a to ruerue r
Gaut SAW nu .iop..."U not be st+seper Ukfia a: i r.isss sc•`iM" b7 . ,i.n irl.iisai is i tW pias
a retaining wait or cribbing. owept as approved by Uw state as renal rule., aimed +»lea. s
under ,spacial eonditimm.
be stt ip a"aiols4dmd prior " any • " e'er
wAtis .olear on, wt~SaM Fro
HYDRAULIC FACTOR (HF)
ra wc (x or s MZ)
oed A i atm
oa art os. lilt at pe+spm+sd allal+sa mai apewd with
c1 1.1-
bawow in i' stns armed oompact do aaslao demakT.
j ""o •
tc et lir
Cit and tills shall not ewer adjoining may. Fall material shall be clear bsskrm anal or gmvd .fits so nope ttian
10
417.0
st rlr 6x ".s p...i.s .zoo >,...i< satis.e.
T? iii (10-27-i.) T! 114 (1-M t) 1slrafip c IF r- akaz
o" - D" Dart Do ar Topaou
Till shell be placed mad coaonpacted go as to minimise sliding or erosion
s to 00 P..1 Pd1J Ld G1Z. ,
16-22 72 U M N Q 36 30 n 20
28
the property of another landowner without the oorswnt of spade. shaft pertoeatlas
M 34 1 30 22 20 24
i0 N 42 36 30 n 10 N 30
awl - M 4t 34 30 x 26 54 30 14
as
42 1 30 30 W 20 21 1 20 1• to
36 3t 2a1 24 2p 14 14 14
4L1 - 30 30 24 22 20 i Is 10
eo An M® Max a ooMscto
Adequate provisions sJull be made to present surface water fry M iea
tape Or the sbping surfaoa Of fills.
oed A i atm
oa art os. lilt at pe+spm+sd allal+sa mai apewd with CAMM as a!!lta1 asaI h
RMAULIC
damadino the cut of esosaeatfoo bawow in i' stns armed oompact do aaslao demakT.
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Cit and tills shall not ewer adjoining may. Fall material shall be clear bsskrm anal or gmvd .fits so nope ttian
6,0 1 • 10. `1 I •
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IZw
UGEND
st rlr 6x ".s p...i.s .zoo >,...i< satis.e.
T? iii (10-27-i.) T! 114 (1-M t) 1slrafip c IF r- akaz
o" - D" Dart Do ar Topaou
Till shell be placed mad coaonpacted go as to minimise sliding or erosion
s t o 0 0 P..1 Pd1J Ld G1Z. ,
23 oaaap ftem lovas
x30 - $4" Tellarr Ocaasa Dewier Fisc Seed with Gravel
22" - 76- Cray-iroaa Firs 1Wiwo-riga Silt Saad
rata of Ccavol
y
of the soil. to isspeot asy fW over 2' Map prior to Ep TREES%TO HE SA
Grading shall not be done in such a way so err to divert water oe to
mreesed
Triacb bott llsas shall be bowel and sat to folbw eoatvl1re of
laterais be laid lovel wftA TEST PITSthepropertyofanotherlandownerwithouttheoorswntofspade. shaft pertoeatlas
r - lo" Topsoil
that landowner and thus Co 4o tion ,w g in t IOWA masa shall tah;e PERC TEST
1" - i" Dark Drew Topsoil
pla'0e D 48 y'ou'rs of a r'0ra or with staodl p"410 s.
cverdi vD2A J T pICAL
Fills shall not encroach on natural watercourses or chat nels.
Me Ladp. Grevotmter at 320. Ibttlias at 27"
FJQ3TIHG CONTOUR
TT (1-5-l1)
I" eiraias. curtain de atsr and !e
wAS- by
Rlatiaet llettlias at 20". so Lads* arosaiwter at 64" 0" - S" Top*oil
S" - 230 Ligkt irya fir. Saady Lona
atbas net measures for dust control shallDuruW,, grading opu necessary ooap"alits shall be Inspected - by the Tow>o and boated 500 PROPOSED CONTOUR
be exercised. the /land surs+epor piriw to oovorf S. abaci within
a- - - .r.... Tep"Ll Trace o rra.al. LCDT Ld CD vT PLi6- J - L.QC k' D11 L E E 67ATE 6
z daye following UIDW' arotili ium by fire oostractor. IRON PINS RECOVERED
Grading t will not be aUow sd to cruse live streams esoept by to protect open wa'lt &r ai lwwa and er osioa.
inane) of brfdgee mad culverts or other MAhods r appewwd h the All dia cbwd areaf shalt be SAW seeded as soon as o— IROIIi PINS TO BE SE?
Commission.
Implementation Procedures: Implem
aaisrat tai" atter seedini p nos durift
Daemon. a taforwiy asubt saver malt be 080" MA I — BUILDING SETBACK IBM
oorr om
Wheraver feasible. natural stun, should be retained and A lion"d ,NW driller atralt obtain, a peanut prjw to any drWitslg. The STONE WALL
Only the smallest practical area of land should be exposed at any well shall be pnshrfded in --Ord&=* wits thim plan and all
stats and local r dtuom and ood s.
APPROX. TREEIME
one Urate during dev+elopmeat.
SatWk0tory—pietioa ori all the above abet! peeosed the 0. --w -.r FOOTING DRAMs
When land is exposed during dspelopasent. the exposure should be Baal and approval of the su ado some disposal and well•
kept to the shortest practical period of time. PROPOSED WELL
wh necessary, temporary vegetation and/or mulching should be SILT FENCE
used to protect are" exposed during dervelopment. 9_ YONU RECOVERED
The peraunent boll vegetation and should be installed NO.NUMZ T TO BE SRT
as sown as practical in the d e%opment.
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BARBAJU H. NOrZS
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PEPC TE6 • 7= -, - 6 0 10 / I I.J. - F 1 E6T a • ! 6,0 1 • 10. `1 I •
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IZw
iBDV6c #-deOP•dLl ®e G di3GyliG
T? iii (10-27-i.) T! 114 (1-M t) 1slrafip c IF r- akaz
o" - D" Dart Do ar Topaou
0" - 10" Tapeeil /
lo- - 220 Ught brow Fins Sandy Loan,
s to 00 P..1 Pd1J Ld G1Z. ,
23 oaaap ftem lovas
x30 - $4" Tellarr Ocaasa Dewier Fisc Seed with Gravel
22" - 76- Cray-iroaa Firs 1Wiwo-riga Silt Saad
rata of Ccavol
y e%
a s• (.. - •:E• Q Q •'1':
w54 - D7" TM sod*rately Compact C"bly iaad,-Lomat Gto astar at 31". lbttl at 23" mss' ac • o i sr 1411.E . C• LL-ECTI i00 PI PEllottliasat24" No Lodge, arsssipster at SS" T1' 11S (1-4-91) v, ; • HOLE_4 cexvQ • PIPE To az
r - lo" Topsoil ai • IL" Fws4 zorrr)s4 ®F TSN
Zt 47 (10-27-N) Q" - 34" Limit iters Tics SaaAy Loan,
1" - i" Dark Drew Topsoil
34" - al" Gcoy-bTrateroubrim
Ctatml
Ne4ir-rise Silty Saved.
cverdi vD2A J T pICAL
i" - 411" Ormea Dtwia Loan with sone arav*1 Me Ladp. Grevotmter at 320. Ibttlias at 27"
48'- OS " Tan Med*ratel, Compact Coin, Fiat nAoa+,
Low Frith nos* Gravel TT (1-5-l1)
Rlatiaet llettlias at 20". so Lads* arosaiwter at 64" 0" - S" Top*oil
S" - 230 Ligkt irya fir. Saady Lona Q i r• `'' 1"'—_Ea= TF SII - $ 1 -MI 23" - 7i- Gre,-icon Tics Nedive sine Silt, Sand. t
a- - - .r.... Tep"Ll Trace o rra.al. LCDT Ld CD vT PLi6- J - L.QC k' D11 L E E 67ATE 64" - 2S- Amass Srama time Lamy lam with som. Gravel b LeLsa. Gco i'wtor at 21". Nottliag at 27"
2t-• - iS" Tan Moderately Compact Cobrl, Seedy Lees, with Peopee.,Ty O LLN D d i• I••a t"1.f. i..L LD
er. Gravel
Mettlias at 2!". w l.dp. Flo Cr...wtraeer ATT' - FOZ 6 1 I Zod D 4 C 1 F- J- 'L 1"''1 d LJOE.
D2.1 VE - PCS0TU1LLE e Coo J • 6CdLE - I"_ 100
Hduvdec? 1992. F31 -T TOTIiL TECH 00LOC Y
s. ser rroew • AM A ramp a 9ftau lies ova INWK
aR f Or00~/W 1 16 w M rem
A01" 14 1 VXK 1 " COMMON
MALM RO URFAC BACKFILL.
11 o a 2'
dpi1 1 ,6•
Sime vex aa
o
0°0
1' DIA BROKEN STONE
L INNO ftAM Ie s ws a >ss 1t a se e+slor 0% So°o o OR SCP'rENED GRAVEL
a 1Mm NON WOVEN 6' PERFORATED PIR
FILTER FABRIC (PERFORATIBMS OWN)
TYPICAL LEACHING TRENCH
S TYPICAL INST TION
NTS
lU C FIL FABRIC
GENERAL NOTES
SAVE
ADDITIONAL SOILS TESTING MAY BE NECESSARY AT TIME OF DEVELOPMENT OF LOT.
moo
SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT STATE OF CONN. PUBLIC HEALTH
CODES.
IF FIELD CONDITIONe DGE — MOrWG OR GROUNDWATER) ARE ENCOUNTERED
AT SHALLOWER DEPTHS THAN THOSE SHOWN IN DEEP TEST HOLE RESULTS — THE
ENGINEER SHALL p CONTACTED Disc MIATELY AND CONSTRUCTION HALTED UNTIL
FURTHER DIRECTED.
CLASS A— 2 MAP
CERTIFIED SUBSTANTIALLY CORRECT t
THIS SUMM MAP HAS BEEN PREPARED IN ACCORDANCE KITH THE
RECOMMENDED STANDARDS FOR SU WZYS AND SLAPS IN THE STATE Pf
OF COHNSCTICUT' AS ADOPTED FOR USE BY THE CONNECTICUT
ASSOCIATION OF LAND 0 C. 9N ERzG; 199ra ' - ' 3 5, 7.. `
k *^"'' .' A {
3:tid+3iS1ni
BASIS OF SANITARY DESIGN
BEDROOM HOUSE Min/In PERC RATE
tO SQ. FT. ,OF LEACHING AREA REQUIRED
USE TRENCHES -4. WIDE 0 ' CTRS 0 LENGTHS SHOWN
TSQ. FT. OF LEACHING AREA PROVIDED
USE MINIMUM 1250 GALLON SEPTIC TANK.
HF,. A a x FF Z x PF • 2 . JALSS
TEE I.1 C -H a J D 6 -7CD 3& TI ED
BU l LT LOT G - LOC IC Dd LE E hT,QTES 6L) B D i V I S ID I...
PREPARED3UFORL6c 6TEH6
L1aCLDdLE DetVE - I-4DU71lILLE , COIJI.IFECTICUr
j 0 V
so 20 io o io 20 so
DUTCH & ASSOCIATES
CIVIL ENGINEERS &LAND SURVEYORS
392 SOUTH PAIN STREET. COLCHESTER, CONN. JOB No. 9@-lOB