HomeMy WebLinkAboutSubdivision PlanA6�55C7�5 AAAP *11:*6
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17 loor NOTE: LOCATION OF ALL BELOW GROUND FACILITIES TO BE DETERMINED IN THE' FIELD
X
J16 NOTIFY "CALL BEFORE YOU DIG'p PRIOR TO ANY EXCAVATION OR E�,,RTHWORK.
88'=-•32'-44" W 86.85'
89* -551-37" W 151.21'
IP; DH DH
#15
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LEGEND\ .
MON 9 3 A 1" IN 8 MINS.
MONUMENT TO BE SET
TBS 13
1 0 IRON PIPE #14 #10
3A B 1" IN 9 MINS.
40 0 20 40 60 so 100 #8
DH 0 DRILL ROLE 3A C 1' IN 10 MINS.
TBS 9 MARKER TO BE SET GRAPHIC SCALE X11
7 pi
3B D 1 IN 13 MINS..
STONEWALL #13 12 3B E 1" IN 9 MINS.
EDGE OF WETLANDS DELINEATION
�21 DESIGN FOR PERCRATE OF 1'" IN 10.1 TO 20 MINS.
60'. WETLANDS BUFFER
BUILDING SETBACK UNE
EDGE OF PAVEMENT
DEEP TEST PIT (DTP) DTP #101 DTP #102 DTP #201 DTP #202
PERC TEST0 - Er TOPSOIL -HUMUS. 0 - icr TOPSOIL 0 - id, TOPSOIL - HUMUS 0 - i cr TOPSOIL HUMUS
- 22' SANDY SUBSOIL 10' - 2-T LOAMY SUBSOIL 10* - 2Z SANDY SUBSOIL 10" - 32� LOAMY SUBSOIL
p Po c. F"-6 F_ D IS Lq. PAVY-P AQP -014"22' liz FINE TO MED SAND 25" - 95" FINE TO MED SAND 2f - 96' FINE TO MED SAND 37' - 950 SINETO MED SAND
FROM 'EQCEt Pc>AD1V_;A,1/ & STONE - FIRM & STONE - FIRM & STONE - FIRM STONE - FIRM
cq AVF_L_ 0 COMPACT
TO COMPACT TO COMPACT TO COMPACT
NO WATER NO, WATER NO WATER NO WATER
NO LEDGE NO LEDGE NO LEDGE NO LEDGE
NO MOTTLING NO MOTTLING NO MOTTLING NO MOTTLING
G A V41 C- INA A, --T-. d Jk
EXC AVA-TV- I-C)P5C i ri 2,
c. RA F,> F_
Co% ts-M vCr -5A-5E. W1 c o r-1 PA c --k 2' 11
ANK RU tit 0 DTP #203 DTP #204 DTP #301 DTP #302
i�.
AUL�42UZ'A\)Wit- 1W iA"NrX 0 12' SANDY FILL 0 - if TOPSOIL - HUMUS. 0 --1 (f TOPSOIL - HUMUS 0 - 10' TOPSOIL N HUMUS
'D -F\ I \1 E WAY -D E7 I L_ 12' 30" LOAMY SUBSOIL it - 20f SANDY SUBSOIL 10" - 207 LOAMY SUBSOIL .10" - 20r SANDY SUBSOIL
30* 90r FINE SAND AND 2(f - 8T FINE TO MED SAND 20r - 56r SILT & FINE SAND 20' - 5T FINE TO MED SAND
F MAj-,E:zj AL_ C F-OLA.�N 'F,, r4 ks STONE COMPACT & STONE - FIRM 5e - 9.e FINE TO MED SAND & STONE - FIRM
112,11 PER T--nol"r 'TONE ev WET SOME SILT
NO WATER TO COMPACT 5
NO WATER FIRM TO COMPACT 58' - 96" FINE SAND & SILT WET
NO LEDGE NO MOTTLING
-NawTHIS SURVEY AND PLAR HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED NO MPT17LING NO MOTTLED AT 34 MOTTLED AT 34!�
WATER AT 64'
AT
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE NO LOWATER GE NO LEDGE8T
BY' THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC ON SEPT 24, 1992
BOUNDARY DETERMINATION IS BASED ON EXISTING MONUMENTATION, DEEDS & MAPS ON FILE DTP #303 DTP #304
THIS SURVEY CONFORMS TO CLASS A-2 STANDARDS 0 - 7" TOPSOIL a - 10' TOPSOIL -HUMUS
Er - ar LOAMY SUBSOIL 10' - 3f SANDY SUBSOIL
TO THE BEST OF MY KNOWLEDGE AND 3f - 100" MED COMPACT 32" - 95' FINE TO MED
BELIEF THIS MAP IS SUBSTANTIALLY SILTY SAND SAND AND SILT
FIRM TO COMPACT
CORRECT AS NOTED HEREONMOTTLED AT 3f
. WATER AT 85* MOTTLED AT 32'
; , 1-11- NO LEDGE NO WATER
NO LEDGE
V.
,A
I DELINEATED THE INLAND WETLAND BOUNDARY ON THIS PROPERTY AT 1104 OLD COLCHESTER ROAD, MONTVILLE, CT.
010832IAM OF THE OPINION THAT THE WETL#ND. BOUN ARYUIUIC I KED IS SHOWN CORRECTLY ON THIS MAP.
Ifs
IN
Sul
MICHAEL, G. SCHAEFER. CERTIFIED SOIL SCIENTIST
7 n
CT. LIC. 10. 14
OWNr-:12; . AA15510NARY 50CIM Or- CONNE.C11CUr
.5C0VIV1M12.- 0AWA,-e Lt4fMt7CHUR(�H Or, CM51'
.1104OL42 COL -C. W5TF1IZ R040AV
MONTML-e, CT
1
O 1997 BRIAN E. S= L.L.S.
THESE DRAWINGS ARE THE PROPERTY OF
THE ENGINEER/SURVEYOR AND ARE NOT
TO BE ALTERED, MODIFIED, OR DUPLICATED
-IN ANY WAY WITHOUT THE EXPRESS
WRITTEN CONSENT OF THE ENGINEER/
SURVEYOR.
1
12 07 87
"' t�l2c�Vlfi�lati
2
12/07/97
REVISED HOUSE AND SEPTIC LOCATIONS
3
MIN L -0,r
Nzim
4 0,000 5F
2"As 5r
40516" 5F
45.x}5F
AAIN I�C7r
12116/97
ADi)iEC> EXL$TI%4(s 0"1104FE STRoc.ToRCS 10 ?kAD
V^ V^
ADDE0 L)RIVEWA`� L)EINIt-
ROPOSF-D DRAWA&E Vw% IF
DESCRIPTION
1070 rr.
1070.011 FT'
100-00 PY
99.5O F -r
MIN rRc2w.
YA4;v
.00 Pf
:49 r;r
0OFr
50 rT
MIN Nve.
YAJI Fv -
15F1'59
ry
Iry F -r
%r
MIN W , AR
50 Pr
410 r -r
r70 III
50 FT
v^v^
OWNr-:12; . AA15510NARY 50CIM Or- CONNE.C11CUr
.5C0VIV1M12.- 0AWA,-e Lt4fMt7CHUR(�H Or, CM51'
.1104OL42 COL -C. W5TF1IZ R040AV
MONTML-e, CT
1
O 1997 BRIAN E. S= L.L.S.
THESE DRAWINGS ARE THE PROPERTY OF
THE ENGINEER/SURVEYOR AND ARE NOT
TO BE ALTERED, MODIFIED, OR DUPLICATED
-IN ANY WAY WITHOUT THE EXPRESS
WRITTEN CONSENT OF THE ENGINEER/
SURVEYOR.
1
12 07 87
REVISED NORTHERLY LOT LINE LOT 3A
2
12/07/97
REVISED HOUSE AND SEPTIC LOCATIONS
3
12/07/97
ADDED NOTES PER UNCAS HEALTH .DISTRICT
4
12/07/97
ADDED GENERAL NOTES 7 & 8
5
12116/97
ADi)iEC> EXL$TI%4(s 0"1104FE STRoc.ToRCS 10 ?kAD
12.11519 9
DATE
ADDE0 L)RIVEWA`� L)EINIt-
ROPOSF-D DRAWA&E Vw% IF
DESCRIPTION
REVISIONS
rFIX EDLIKIL
p R 0 D U G D tr
BUJAR;ITS UIUL111! i 14 T El,
A
L11
C,
. � ' �. 'l `tip`
SITE
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m
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW'
HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN
' 9
DO GORDOC RMAN OF TRUSTEES DATE
BRIAN E. Sff-N;\LQS. DATE -
DATE OF COMPLETION OF ALL WORK
CHAIRMAN/SECRETARY DATE
APPROVED BY THE CHAIRMAN OF THE MONTVII I E WATER POLLUTION CONTROL AUTHORITY, THE
PUBLIC WORKS DIRECTOR, THE HEALTH OFFICER,. ASSESSOR, AND THE MAYOR
SIGNATURE DATE
CHAIRMAN W.P.CA
SIGNATURE DATE
HEALTH OFFICER
SIGNATURE DATE
PUBLIC WORKS DIRECTOR
SIGNATURE DATE
ASSESSOR
SIGNATURE DATE
MAYOR
APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
SIGNATURE DATE
CHAIRMAN OR SECRETARY
1. THE PROPERTY IS ZONED R-40
2. THE PROPERTY DOES 'NOT LIE WITHIN A FLOOD HAZARD ZONE.
3. THE INLAND "WETLANDS DEPICTED ON THIS MAR WERE DELINEATED BY MICHAEL SHAEFER, SOIL SCIENTIST.
4. CONTOURS. REFER TO APPROXIMATE NGVD DATUM 1927.
5. PROPOSED HOUSE, DRIVEWAY, WELL AND SEPTIC LOCATIONS DEPICTED ON LOTS 2 AND, 3 ARE, TO
- DEMONSTRATE SUITABILITY OF LOTS FOR BUILDING PURPOSES. ACTUAL LOCATIONS AND CONFIGURATIONS
MAY BE MODIFIED PENDING APPROVAL FROM THE APPROPRIATE TOWN AGENCIES.
6. ALL LOT NUMBERS AND STREET NUMBERS AS ASSIGNED BY THE -ASSESSOR.
7. LOT 3B WILL REQUIRE AN ENGINEERED SEPTIC SYSTEM.
8. ALL DRIVEWAY APRONS ARE TO BE PAVED TO A MIN. DISTANCE OF 15 FEET FROM THE ROAD.
5Y5Tt�M t?A'rAi (DESIGN FOR THREE BEDROOM HOUSE 675 SF LEACHING AREA REQ1D)
LOT 3A:,, MLSS NOT APPLICABLE
PRIMARY= 3-75' LONG BY 3' WIDE TRENCEHES = 675 SF LEACHING AREA PROVIDED
RESERVE: 4-57' BY 4' WIDE TRENCHES = 684 SF LEACHING AREA PROVIDED
MLSS DATA: DEPTH TO RESTRICTIVE LAYER=3Z, % OF SLOPE = 5.0%
LOT 3E3: HF=28, FF=1.5, PF=1.5, MLSS=HF X FF X PF 63' MIN.
PRIMARY= 4-65' LONG BY 3' WIDE TRENCEHES = 780 SF LEACHING AREA PROVIDED
RESERVE= 4-57' LONG BY 4' WIDE TRENCEHES = 684 SF LEACHING AREA PROVIDED
SCAT,
1 = 40'
DATE: SUBDIVISION PL
Al r
NOVEMBER, 19971 so
I]E) 0 Y
DSGN/DWN/QHK:
BES/BES/BES MISSIONARY SOCIETY OF CONNECTICUT
DWG. #300-,010/si
SHEET 1 OF 1 #1104 OLD* COLCHESTER ROAD OAKDALE, CT
BRIAN E. SITTY
B o
LAND SURVEYOR
WATERFORD CT. CT. UC. 'NO. 18832,