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• '' ROUTE 161 u BUTLERTOWN ROAD
/ •' • \ \ 222 WITNESSED BY RAY ANDREWS UNCAS HEALTH DIST.
-� •• / / \ / FEBRUARY 1996
1001
1-00
30 TEST PIT 013
000, 0" 16" LOAM
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ZZ R�SERyE — 16" .: 3fi" SUB SOIL
/ • i / � \ ` 3G"'-105" SILTY CLAY
36 ING
70" WATER
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0. - 12 " LOAM
2 - 36"
• 2 5 e} 12 .• SUB SOIL
ARy — _ #14 n 36" -104" SILTY CLAY
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i x.75 -�,\ e1 60" WATER
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• 1�•• 37" SUB SOIL
37" - 99" SILTY CLAY
- co/4c. 37 MOTTLING
• . LAC�i tP�3 68" WATER
• 4 • • �Q c�� TEST PIT 1116
S 0" - 113#8LOAM
' - 13" - 36" SUFI SOIL
36•4 - 94", SILTY CLAY
36" MOTTLING
57" WATER
107/ PRV;605ED BUIL DING \
V
�• /FF ELEV = 227.50
• OIQ•FICE '
PERCULATION TEST
APPROVED BY �
BUTLERTOWN ROAD MONTVILLE
MARCH 1,
1996
WITNESSED BY RHLS
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PERC TEST
4A
DEPTH OF
HOLE 20"
HEALTH OFFICER DATE _j
PRESOAK
TIME 12:50
TIME
READING
DROP
1:53
0
0
1:58
1 5/8"
1 5/8"
2:03
3"
1 3/8"
2:08
3 7/8"
7/8"
2:13
5 1/8"
1 1/4"
2:18
6 1/8"
1"
2:23
7"
7/8"
2:28
7 3/8"
3/8"
2:33
8 1/8"
3/4"
2:38
8 7/8".
3/4-
2:43
9 3/8"
1/2"
2:48
9 7/8"
1/2"
2:53
10 3/8"
1/2•'
10 MIN/INCH
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PERC TEST
4 B
�._.,
DEPTH OF
HOLE 20"
PRESOAK
TIME 12:50
PM
TIME
READING
DROP
1:55
0
D
2:00
1 3/4"
1 3/4"
2:05
4 3/8"
2 5/8;
2:10
6 1/4"
1 7/8"
2:15
7 3/8"
1 1/8"
2:20
8 1/2"
1 1/8"
2:25
9 3/8"
7/8-
2:30
10 1/8"
3/4"
2:35
11 1/8"
7/8-
2:40
11 3/4"
3/4"
2:45
12 1/2"
3/4«
2:50
13"
1/2-
2:55
13 1/2"
1/2-
10 MIN/INCH
ENT=RAWCLIP " *:,— . _ A107 -E-: A4A/V9/CAP PARK/A16 AREA
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PIT DATA
BY: UNCAS HEALTH DISTRICT
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OWNER: JAMES HOZNOR
LOCATION:
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PERCOLATION TESTS: DATE 2/20/97
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SOIL MOISTURE: DAMP
TEST READINGS
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TIME READING
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10:30 10
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11:10 22"
11:20 23 1/4"
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PERC• LOCATION DEPTH PRESOAK
SEE MAP 27"
RATE MIN/IN
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8 MIN/INCH
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PIT LOCATION DEPTH LEDGE
GROUND SOIL
WATER
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48 SEE MAP 72" NONE
MOTTLING
45" 42"
23
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A'1 L S CAL CUL ATIONS
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45" 38"
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GRAPHIC SCALE - FEET
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HOUSE L07 DEVELOPMENT ,z` �. r;-," v r f �) G r -,`sem \ `i'�°. ` Date: Z — 5- 9-7
THE FOLLOWING PROCEDURES WILL BE FOLLOWED. �` �\ ��'. ., _ ► ,.:� ...�f:: �' 1 �`.g\ \`>\ •:�
FOR INDIVIDUAL PARCEL DEVELOPMENT
�- �� i 5111 !..�; .: �'► ��, "..i ,;_�:�. t \� 1,,: `) ;.� Rev: .. +► ",
1) UPON APPROVAL OF INDIVIDUAL SITE PLAN DEVELOPMENT, THE LIMITS •�.�' ;r'� �. \ v' 41
OF DEVELOPMENT SHALL BE ESTABLISHED IN THE FIELD FOR EACH ::�N�`;1,�" i : ``-��/ �' ��c, <,(\\ '_`((, ;--,_ �( T" 1(� r'~: ,. �'.�:,`+..._ ��• A l�
PROPOSED STRUCTURE. DISTURBANCE LIMITS SHALL BE 25-35 FEET BEYOND `' o"� ) ' ) ►•', --- �. `
(� 7 \ �., <<, . �� ' � `� � -.. t = 1 l l _•�• ' qtr s - -_ .-� C- i � ' � ��i�-= -•. J � t 3 ...
THE PROPOSED BUILDING AND SHALL BE BOUNDED BY STAKED HAYBALES OR �� \ i�•'�j, ! (, +, ,-, ��; - / �;�� �/
t
SILT FENCE.
,• � -.��\ � • , i ' (; ' �' ' �a.1T1 1=11 I � ''t(JU!:+ �� ��� ( - l i \` .r \ � �•" ` � t
�,;: �,' �._ �� r��, ((i r_l /, '' ' +'_ . 1� \ •!:r /old a�!>L� o ��
'tt'
2)ALL DRIVEWAY AND DRIVEWAY SHOULDERS SHALL BE STABILIZED %i�'��" �•tr_c #- i ;1�;r.,, -, _ 11' 1� \-rr -,.- _r,_ 'l ��( '
IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. HAYBALES AND/OR �'' .<.;i� '�f;,����;'+t\ S iF}':i';',',S _s+=`� 'a �:<:,\:vc� �R1 i\ 'Tvj•••�
SILT FENCE SHALL BE USED TO ENTRAP ANY SEDIMENT -
3) TOPSOI L AND EXCAVATED SUBSOIL FROM THE FOUNDATION AREAS SHALL -; 1, �-, -�'? ) �• �,``.:*. ' ��
BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. ALL STOCKPILES
SHALL 8E MULCHED OR RINGED WITH HAYBALES OR SILT FENCE. Gtavei_ ��c� ✓\�,�
4)THE STOCKPILING OF BUILDING MATERIALS SHALL BE CONFINED ? i\y`-
Pits
TO THE AREA OF DISTURBANCE. VEHICULAR MOVEMENT SHALL BE DIRECTED 1 i �--! -� �� �"/�-� vel, /%�-' °��� �`,,44
.� J� 1
TO ESTABLISHED PARKING AREAS. �_� �`..;� i '•�''t '` �1 / �_ _ -,•,*y ,�
5 )UPON 50% COMPLETION OF THE DWELLING CONSTRUCTION, ALL RAW SOIL
,\
• t ,:. � r•" ._.%ham o r i, y � '��. `-----� '—� �. •� .•-'� • . --, ' � ,
AREAS SURROUNDING THE NEW HOUSE SITE SHALL BE FINE GRADED AND �;�: j-`� ,n \
MULCHED. THE INSTALLATION OF ANY' GROUNOWXTER CONTROL SYSTEM, � o\\,•., �k, • ._. �.
CURTAIN DRAIN, ETC. SHALL BE COMPLETED AT THIS TIME. ,`..1�
FILL REQUIREMENTS \ ��\� 0 � •�,� 183 \ •�\ ��, r I
it
TO PLACEMENT OF FILL ALL TOPSOIL IN THE IMMEDIATE AREA OF i !' ,�� — _ �m��;. , ;1�1� \•` C, ��
PRIOR l t, ll j -
THE PROPOSED PRIMARY LEACHING SYSTEMS AND WITHIN A RADIUS OF 5 `�,,` �\ ;� '\\ to'� �` "� 1 ) 1ji �`���\ ��
FEET THEREFROM, IS TO BE REMOVED AND STOCKPILED FILL IS TO BE A �• �'�.\ t�,T .f'. l l�/ �: ��''�-`'���r�.
GOOD QUALITY BANK RUN GRAVEL OR APPROVED EQUIVALENT, AND IS TO BE
LAID IN 6 INCH LIFTS WITH 90X COMPACTION AND FINES NOT TO EXCEED �`, `,�'I \per' �\ % / \ � �,,I. _� tt, � I ,\ �'��`•` `
5%. AFTER PLACEMENT OF FILL REPLACE TOPSOIL LIME SEED,\�:o:� ; ,�-' 1 ;�,=� ;,; /// � ',' ,' : •�� '; .�� �: � 1 X41
FERTILIZE AND MULCH. \'.1i' ( \�� �� '�• '1�i• 1 ),�.., .� MorUai��
HI'[a�
\�ll ��; i; •; " ' /i fir. _�� ; _i� 7C) r \ \C�`\\•--
SYSTEM DESIGN
THE SANITARY SYSTEM IS DESIGNED FORA PROPOSED B �f
A PERCOLATION RATE OF /O MIN/INCH
BEDROOM HOUSE BASED ON
THIS REQUIRES 4S0 S.F. OF EFFECTIVE' LEACHING AREA USING 4 i „�; �'( 8 \� lf.� p 1.4�,� 1► �i/(,'' 't�'"\\� ,\ \ 0
1 -So LINEAR FEET OF TRENCH IS REQUIRED. n
FOOT WIDE TRENCHES, \ ,Cam �' ��)1w1 \ 1 •' \\
-; ,` � �;=�.�: j, g;, • � ;,
USE Z TRENCHES FEET IN LENGTH, 12 FEET ON l �� -�( 1' t Ih; , =s� <:, �, �!•(; ,`(` ORO `1 '
CENTERS.. ,I ,\� ��� �+ , - C�.Hill ;i. .1 , •
A /j000---- GALLON 2 COMPARTMENT SEPTIC TANK IS REQUIRED \ j1-.�1�/ 1.., , �.�,' �J \ �.,, 1 `' i •,�-\r-�,/ ; ��_,,, / %/
AREA REQUIRED 450 S.F. �. �,�� , "i„��•��< N7� , (.�
LEACHING;r 1` '-, ✓ �.,..- l
LEACHING AREA PROVIDED '4Sy S.F.
RESERVE AREA PROVIDED 450S.F.
FINAL STABILIZATION ' L OCAT/ON MAP
SEED BED PREPARATION �l Z000,
FINE GRADE AND RAKE SOIL TO REMOVE ANY STONE LARGER THAN
2”, INSTALL ANY NEEDED EROSION AND SEDIMENT CONTROL DEVICE SUCH
AS MAY BALES OR SILT FENCE. APPLY LIMESTONE AT THE RATE OF 2
TONS/ACRE OR 90LB/1000 S.F. FERTILIZE WITH 10-10-10 AT A RATE
OF 11 LBS/1000SF. WORK LIME AND FERTILIZER INTO SOIL TO A DEPTH
OF 4%
SEED APPLICATION
APPLY SHADE SEED TOLERANT GRASS MIX BY HAND , CYCLONE SEEDER OR
HYDROSEEDER. SEEDING SHALL BE DONE BETWEEN APRIL 1ST AND JUNE 1ST' L ESF�O
OR BETWEEN AUGUST IST AND OCTOBER 1ST. IF SEEDING CANNOT BE DONE
-DURING THESE TIMES, REPEAT MULCH PROCEDURE WITH AN APPLICATION
RATE OF 30-40 LBS/ACRE.
MULCHING PROPERTY L//VE
OLLOWING SEEDED SURFACE -WITH SEEDING, MULCH THE S/V/E WA L L
IMMEDIATELY F - — — — $TO
STRAW OR HAY AT A RATE OF 1.5- 2 TONS/ACRE. MULCH SHALL BE SPREAD —'
BY HAND OR WITH A MULCH SLOWER. -PUNCH MULCH INTO SOIL
APPROXIMATELY 2-3 INCHES _ /E'TLAND FLAGS
DURING NON -PLANTING SEASONS, DISTURBED AREAS SHALL BE COVERED v
WITH TEMPORARY MULCH.
coNNLccTIc ur 1-aam✓A y
C
worn sTAxF , moo. MOM MENT FOUND
STAPLES l.P��o• IRON PIN OR IRON
S.•LT FABRIC TO EX -m-10 6• EELOW CRCV?* LEVTL FIFE" FOUND
�totii 5T.A KED f/AY 61q&65
l cov'o EXCAVA E %r X `• Ingot To O R S% L T FENCE
ev111Y FASIUC It -COMPACT OAOCFP-q 1.P
F^J° IRON PIN FOUn/D
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ANDS BUFFER
ours ' • •''
4. LOT NUMBER
SILT FENCE TYPICAL PZ9X 0 SPOT ELEVA TiOw5
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APPROVED BY THE MONTVILLE PLANNING ZONING COMMISION �"
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DATE OF COMPLETION OF ALL V#'ORK
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HANDICAPPED MAP REFERENCE
PARKING""' <
STATE PEIt1.�.1T
�ouU�,,� "SUBDIVISION PREPARED FOR HORACE LINDO, & ANTONIO IACONIELLO z -W uj
BE MED. RTE. 161 _& BUTLERTOWN RD., MONTVILLE, CONNECTICUT; SCALE 1
100', SHEET 1 OF 2 JOB #95092, PREPARED BY ROB HELLSTROM co -j
LAND SURVEYING, COLUMBIA, CT." W .�
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RA,�a Drawing Title.-
MAP
itle:MAP STANDARD NOTES
1 /
1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE
--� WITH SECTIONS 20-3006-1 THRU 20'-3006-20 6 20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES SITE PLAN
' ! .G"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT AS ENDORSED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOT # 4
LOCATION MAP. BOUNDARY DETERMINATION IS BASED ON
` DEPENDENT RESURVEY OF PROPERTY AND* CONFORMS
TO THE A-2 CLASS OF ACCURACY.
2. EXISTING TOPOGRAPHIC FEATURES, SHOWN HEREON,
—7 WERE PREPARED IN A•CCOIZDANCE WITH CLASS T-2.
_ Scaie:
TO THE BEST OF MY KNOW -LEDGE --AND BELIEF THIS MAP IS
SUBSTANTIALLY CORCECT- AS OTD HEREON.
mow 20
`
OWN APPLICANT:
- - - Sheet Number:
JIM 0 O
ROBERT W. HELLSTR M CT, LIC 13626 1 OF 1
NAND/CAP RA1?1e/NG 1 0 1i L I N MA N STREET NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS
AETA//_ THIS MAP BEARS THE ORIGINAL SIGNATURE AND
NEW O N D O N C T . EMBOSSED SEAL OF THE ABOVE NAMED LAND SURVEYOR. Job No. 97004