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NE.1pR:WM1Jil,`59pL3.tdfd++ctieRscLASaroW +fi:de5 V:LO'dENTE#OUS: LOT UL
TFEE: r 1 -t -OWING PftOCErDUFEES WILL fit: FOLLOWEp
TEST PIT PATH
w 4R INDIVIDUAL PAROL DEVELOPMENT
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LOT5B THE LIMITS ' i) UPON APPROVAL OF INDIVIDUAL SITE PLAN DEVELOPMENT,
R. i OF DEVELOPMENT SHALL BE ESTABLISHED IN THE FIELD FOR EACHTESTHOLE9°'' ' ,..
r, ..d•. •PROPOSED STRUCTURE. DISTURBANCE: LIMITS SHALL BE x5 35 FEET r3EY9ND
0 10 TOPSOIL " TSI§ P-RU999'9 Q ILPI NQ AND WIALL X9 UOUNDEP BY VAKE i A P6Al. t H
1q".. 29" REDDISH BROWN SUBSOIL" SILT FENCE..
7 GRAY SANDY TILL. COMPACT
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2)ALL DRIVEWAY AND DRIVEWAY SHOULDERS SHALL BE STABILIZED
WATER44 x _ i IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. HAYBALES -AND/OR
STT L• N "''
p"''"•x`' I G SILT FEyNCE SHALL E3E USED T4 ENTRAP ANY SEDIMENT
3)TOPSOIL'AND EXCAVATED SUBSOIL FROM THE FOUNDATION AREAS SHALL
BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. ALL STOCKpILaS
SHALL BE MULCHED OR RINGED WITH HAYBALE:S OR SILT FENCE. t
T T HO E 00 ro"17k, / sac r4' 4)THE STOCKPILING OF BUILDING MATERIALS SHALL DE CONFINED' r { T'(pSOI L TO THE AREA OF DISTURBANCE. VEHICULAR MOVEMENT SHALL BE DIRECTED
o.. " SUBSOIL TO ESTABLISHED PARKING AREAS. a wo #
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S 32 RE00I Sal BROWN
a 5)UPQN 50% COMPLETION OF THE OW CONSTRUCTION-, ALL RAW SOIL gyp+ SF7e
74 r' CRAY SANDY ,TILL COMPAQ? AREAS SURROUNDING THE NEW HOUSE SITE SHALL BE FINE GRADED AND
WATER 0 44" wr MULCHED. THE INSTALLATION OF ANY' GROUNaWATER CONTROL, SYSTEM,
32"`' CURTAIN DRAIN, ETC, 'SHALT, DE COMPLETED AT T.05 TIMETMATTLIN _
TEST HOLF 411
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D of— 12 " TQPSO I L FILL IAIIM NTS
12 42 REQUSN BRqWN SUBSOIL MIA
QRAY SANDY, 1ILL COMPACT
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WATER 0 42„ PRIQR TO PLACEMENT OF FILL,.ALL TOPSOIL IN THE IMMEDIATE AREA
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0'TT L I N(3 4 32" THE PROPOSED PRIMARY LEACHING SYSTEMS AND WITHIN A RADIUS OF a
FEET THEREFROM, IS TO.BE REMOVEQ AND STOCKPILED. F14L IS TO BEA
EN" ANEW IS TO BEJtGOODQUALITYBANKRUNGRAVELORAPPROVEDEQUIVALr,
T ST- OL 1 .",`' " LAID IN 6 INCH LIFTS WITH 909 COMPACTION AND FINES NOT TO EXCEEp
a 4' PS I L. ! F4 5%. AFTER PLACEMENT OF FILL REPLAPE TOPSQ1 t,, LIME, GE•9D i \
50I i ;1F, FERTILIZER AND MULFI. w+
SUB `'$ 0 nBROWNRDSH \
CRAY ANDY TILL. COMPAOT
TER . 40 t
Ole F, . w SYSTEM DESIGN
MOTT4ING 4
I IFF ,
i ,.' t THE SANITARY SYSTEM IS DESIGNED FOR A PROPOSEDirrrtai
a ,I Fti BEDROOM HOUSE, BASED 9N A PERCOLATION RATE OF /_/ - MIN/INCH { r ``;•
pER00LAT I OI4 RESULT S
1 ',
r r• $ ! I THIS REQUIRES, S F OF -EFFECTIVE LEACHING AREA USING
0 .MINUT S/INPR DEPTH S i .' FOOT WID9 TRENCHESIa NEAR FEET OF TRENCH IS REQUIRED.
USE TRENCH6 , .. ;F9ET IN .LENGTH, T FEET. ON,
CENTS
A /000 GALLON 2 COMPARTME",T SEPTIC TANK 15 9EQUIR LOCA71ON y !"'"
iLEACHINGAREAREQUIRED "" e F.
LEACHING AREA PROVIDED „b.r res . S . F
IpJS` 1000SRESERVEAREAPROVIDEDaF• qVV0 500 n
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a. i FE_"r,
FINAL STABILIZATION
GRAPHIC SCALE it i, '
SEED BED PREPARATION
vcq SThbCF
FINE GRADE AND RAKE SOIL TO REMOVE ANY STONE LARGER THAN ( :_
a L ANY NEEDED EROSION AND SEDIMENT CONTROL 08VICE SUCHaAF. .• 2 INSTAL.
oto 6` EOt c.RGurcO LvEi AS HAY F3AE.ES OR SILT FENCE. APPLY LIMESTQtiE AT THE FATE OF 2 F
T J'.OFiE TO Etc% OLEO 1000 S.F. FERTILIZE WITW 1Q•10-1Q AT A RATEGTONS/ACRE ORS /
OF t.s,/ 1 O06JI WOR LIME ASD FERTILIZER TNTC? SOIL TO A -pEPTN az
r. • i O 4 a .
r SEED APPLICATION
EXC..Ati'XTE"ba X 4" vtEmctt iU
vIY F'AIs D.ACKFi
i APPLY SHADE SEED TOLERANT ORASS MIX EKY HXND , CYCLONE SEEDER OR
o . HY1}ROSEEDER . SEEDING SHALL BE DONF, BETWEEN APRIL 15T AND JUNE 1 5T
a 0R BETWEEN AUGUST IST AND OCTOBER ST. I F SEEDING CAN31t T BE E]ONE 1 '" •,• :
a, I'I N' . «•' .•. DURING THESE TIMES, E:PEAT MULCH PROCEDURE WITH AN APPLICATI9N
RATE OF 30-40 LLS/ACR•
MULCHING
IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE•WITH 1 `a
STRAW OR HAY AT': A RATE; OF 1 .5• -2 TONS/ACME. MULCH SHAD E3 f» SPREAD %ren/, % i
1uT FENCE TYPICAL 6Y HAND QFC WITH A MULCH BLOWER# PUNCH MULGH INTO 6011
APPNOXIMATELY 2N3 INCHES i e /!1/ '. cf
DURING NON -PLANTING SEaASQN;,, DISTURBED AREAS SHALL Be COVERED >
WITH TEMPORARY MULCH.
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U8D!VISION PLAN PROPERTY OF GRACE H LAKENQACH PREPARED 1FOR PAUL Fee" ock Cc to itLikKENBACKOLDCOLCHESTERROADMONTVILL;E, CONNECTICUT, QATEC3 ,
502/94, REVISED THROUGH 7/25/94, SCALE 1"=4Q.'.,- SHEET 1 OF
12jrPREPARED BY CHANDLER PALMAR & KING NORWICH, OT."
LIJ CL
MAP STANDARD NOTES
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1.) THIS MAP HAS BEEN PREPARED IN ACCORDANCE WITH
THE "RECOMMENDED STANDARDS FOR SURVEYS AND
MAPS IN THE STATE OF CONNECTICUT" A$ ADOPTED
FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND
SURVEYORS, INC. ON SEPTEMBER 24, 1992.
rG Ir;e,,'.r.
2.) THE TYPE OF SURVEY P•ERFORWD I$ AN'IMPROVEMENT
LOCATION MAP."
E"TIC09UNUARYUETVMINAT,1 N -15 BAUP ON AN
DEP NQENT RESURVEY 0P PROPERTY AND CONFORMS
TO THE A--2 CLASS 0F: ACCURACY. THIS SURVEY
IS SUBJECT TO SUCH FACTS AS- AN INDEPENDENT
RESURVEY MAY DISCLOSE. L T 5 B
4•)'EXI5TING TOPOQRAPHIC FEATURES, SHOWN HEREON,,
WERE PREPARED IN ACCORDANCE. WITH CLASS T-2.
TO THE,BEST OF MY KNOWLEDGE AND BELIEF THIS scale.
MAP IS SUBSTANTIAL.LY.CORRECT AS NOTED HEREON. or— 2
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ROBERT W. H'ELLSTROM CT. .LIC: 13025
NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS 0 F
a S Qty s2 P 11,.s THIS MAP BEAR6 THE ORIGINAL 815NATURE AND ,
t ._C Vit• . 11. EMBOSSED SEAL OF THE ABOVE NAMED LAND SURVEYOR, c rrti " `
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