HomeMy WebLinkAbout99-77W_ELIZABETH WOLFE SAZINSKI SITE PLAN_STRONG ROAD, I { • v'Y#°+ }.
t . h'
"•k i r ,,may.•
�• 4 L n'
t t 'a: P
f � t
- S
1
c, i+W r t!
I 1
xuu III ',L, • I IL.I , I I.. q lu III
� NI � , �i ��'' I I �'i I ►' i 1�6 I ► !II
hi
I', I,n,uj,(� , I I � �!illl I II, !Ii i. II I ibl m n,lllill I (I IUnIUIIQII
tl ) I III I I
i
I
I � I' •I
I I
I � ffII
I
� N
I In I I I ILI I UI i I ,III ill�li • � � I II li x u lil 1� >, �t'I tl ►,III►II Il Iltl �. d�I t1 I It111►III►, Ill. I I: I I I II ullta „til IA11111VIIlU „t ,I,,. III IIIILIII n01 ,.,., of +..,. nd l ul nu,ttlll Ililll{�
nrenared bv.
FFesign
rofessionals, inc.
Civil Engineers • Planners • Surveyors • CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
ICI.
I NOTES,
THESE DRAWINGS ARE THE PROPERTY OF DE51GN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OV4NER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PER50N5 NOR
REPIRODUCED IN ANY MANNMR WITHOUT THE EXPRESS NRIT'TEN PER-11551ON OF DE516N
PROFESSIONALS, INC
THESE PLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL 516NATU11;E AND IMPRE5510N SEAL
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-30OB-1 THRU 20-30013-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF MY NOWLEDGE A 4Pl EUEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARI t---�— LIC. No.
o ; <4 Ll
Q
c�'94�
/POOK �.
BR/CKY,
POND
�a
DESIGN PROFESSIONALS, INC.
OWNER/APPLICANT
ELIZABETH WOLFE SAZINSKI
574 STRONG ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TEL. (860) 528-4957
av: _ I.r.+Is . .
i 1� .II I '•11 m 11 � r tld 1�11 .I I 1 t 1
I II III It n IIII jllll nI11 I ""q I I P" (, IIIIiIIII11111111I n iIiIIIIIItII111I11 III 411j� . ,
III � I II) f IIII (IIIII 11�IIj ! I II III I! I II III, I � I IIII I tll 4IIf,
11►I I I) I I i I I III' ;
i � II ( III � � I i I (!BIIIIIIIIII IIHIIIIIIIIII IIIIIIIIIII ! I
I III ICI I I'I �il� ' IItINI 1! 1 1 IIII /1 IIIII IIN I !j�
I "Illlflllgtlllllllll „xll ! II111 ilAlllllllll „d1I Ilt,..,, ,.III I liII1111111I�111111 Il�l,lltq,,,,lpllil
OILTE
LOCATION PLAN
PLAN
ct
D
LANE p
Gj
y
Ii11111T.uinll;t! � I IIII ,Inyl I I I II;,,, ,I„gill ,j,,,•
t � IIII' III IIII Ifl�lillI t I I Ilp,tl In,plljlil
'I II Ili ,l ,�i ICI
��I '; ,III IIhNIII �► ,
,III I I
f�II' I!I i► � IIII I lli� IIII II I
IIIIIIIIIIIumnwlllilll111, ,Illi � 11h„I. 1„nl Ili,,.,. I Iilllhnntxalfll
Zonjng & A bdv&w Data Block
ZONE: INDUSTRIAL ZONE (RR)
ITEM REQUIRED/ALLOWED I PROVIDED (LOT 31)
Lot Area 40,000 sq. ft. min. 82,159 sq. feet
Lot Width 175 ft. min. 541.79 feet
Lot Depth 200 ft. min. 247.15 feet
Side Yard 20 ft. min. ! 40 ft.
Rear Yard 50 ft. min. —
Front Yard 50 ft. min 53 ft.
1
2
3
4
ulll I III I. II IIIIIIIIIIII'n,,,• „n,Il 1„II
II
I1I!IIIIIIII I
�I Ij
,.dli Illlluo IIIII�btlllu„ ,dtl II4,,.
IN L L A Ni ZE)
TOWN OF SOUTH WI DSOR
I
n /1
SHEET INDEX
COVER SHEET
KEY MAP
IMPROVEMENT LOCATION MAP
DETAIL SHEET
>F I ..F;,
R[CHVED
FEB 3 2�
SUUiN WINDSOR PIANNlNG DEPL
DATE: NOVEMBER la, Iggq
SHEET 1
1. +, iE•�,
�, i,. .}� _ , zyr+r.,r .. ,,
o. h
1 }r"Ir ft aA Z-L' . ,.i.
'C+. ,A! (+ T1 �
r�tcr
...r rT�•.'F
~
141#Vi.' 1s,✓rx�
a1w, z.: "!.6�e,
t - ^o i� L •F - . !
i
�$
t t R
{ <'� r .� ,r�. y r�- � >, 4.^,'a •'�a,:•:t�. .��`-1 �.�"E�' er �,,,C, f; s.•.. .', ,� .�,•,�"••� J: Y i * t�+.. .t, r `•/r'aJT r c,.4,..4 .,,a -` z'f,'' .-ram ,, r• ,F
R i 3 i 1 , 'R •!. !I, \ •t,`�.•' f.�, Pik � f.J _ • :C� � � �,i l� i • 1
N /F HOWARD JR & JOAN S QUEEN
LEGEND
O EXISTING
IRON PIN
■ EXISTING
MONUMENT
LIMITS OF
INLAND WETLANDS
x287.3 EXISTING
SPOT GRADE
- 300-- EXISTING
CONTOUR AND ELEVATION
-- —» PROPOSED SILT FENCE
EXISTING
TREELINE
1 PROPOSED TREELINE
STRO-N
GOADR
\
NOTES: •
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. HORIZONTAL AND VERTICAL DATUM IS MDC.
3. STREET LINE ALONG STRONG ROAD IS NOT ESTABLISHED AND WAS DETERMINED OROPO�ED GRADE
BY BEING 25' FROM THE CENTER LINE OF EXISTING PAVEMENT. SELECT Fd LIMITS -
�y
4. WETLANDS DETERMINED BY HIGHLAND SOILS AND FIELD -LOCATED BY
ISTaG Gk,4DE
DESIGN PROFESSIONALS, INC., JUNE 1999 - Y- - --- — 5'
5. PARCEL SIZE: 82,159 SO.FT. / 1.88 ACRES NOTE:'
SECTION TAKEN THROUGH THE MOST RESTRICTIVE LAYER
,
6. SITE IS COMPLETELY WOODED. BOTTOM OF TRENCH TO BE SET NO DEEPER THAN 48" ABOVE LEDGE.
7. PROPOSED HOUSE IS TO BE CONNECTED TO THE
EXISTING WATER LINE IN STRONG ROAD.
REFERENCES: SECTION THROUGH SYSTEM
\ S " `. /
/0 "7 \
SCALE: HOR. 1 " = 20'
1. PLOT PLAN FOR WILLIAM E. & MARTHA M. AMAN 643 STRONG RD - SOUTH WINDSOR, CONNECTICUT VERT. 1" = 4'
SCALE 1"=40' MARCH 6, 1974 - JA.MES SHEEHY
2. PROPERTY OF WILLIAM E. & MATHA M. AMAN 643 STRONG ROAD - SOUTH WINDSOR, CONN.
SCALE 1 "=100' MARCH 10, 1974, JAMES F. SHEEHY
? w
1. UNLESS OTHERWISE NOTED, EXISTING�UTILITY
REVISIONS
1
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
s'
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
11/17/99
REVISED PER IWA COMMENTS
SIH
BY A LICENSED LAND SURVEYOR PRIOR TO
2
10/18/99
REVISE HOUSE LOCATION
SIH
CONSTRUCTION.
t
10/5/99
REVISION TO GRADING AROUND HOUSE
SIH
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
R -�. r • y M. ..y_IC r '•�;
�y�,., ,r
.S:.raiV'.e6 Jit .lrl■4.i iea�i�.'1Vr 'id-.l.Sg'�ikv,.+li, Sl. r..t'.f.:lr._. ... tY.•..b.. t.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
—^ 12882
RICHARD P. MARTEL LIC. No.
\
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
1nnn r A I T'AAtI/ /1Ar I \
\
A),02,"rio•'• •79 le c"S44^n. n :. uaiiv PAGE to M
rh V6-1t&v4W
� Y'4 GV 1114 M1 AJCNlIC r.fx,Tt• WIt•A� 1, • Ig074
`� � ♦• nh�n CnOP fqr ' 6aa.2fl. "
Ueremhrr 3U, 199Q
Crtnfil•d IWtA2a8UJ3
Hrsig . Profemy., its, the
Act,, rrt.rr Dr Mall.e
' w, so,th S.itel:ite Road
South Wu.tl 4n . CT OW r I
RE.. Sasinski house 'tot
Dear Madam/Sir:
At the Derember 15. lggq c"ivar meeting, the :nlwnti Wetlands
Agvu.-vyCunscrvatoa Cvtruinssiva approved appl—AUon M94 77P -
Sannski IWA!CC perm,- for the constr ctlENi of a r•eekential hourt lot
located at 574 Strung Ruud. RR, Rural Residential ynne lAssessor's map
.ft, parcel 4f9, Thrs approval is subject to the follovnng Loudititnm
1. Cne blueprint copy of the et.tiic set of plans and this Iettei
rtprxluced thereon, anus lie subtnitted to this Commission. This
must be compieted within fi i (lays of ,ppraval prior to any
cnnstrvcium activiry on the site. Plruis %iAlmatird :It Pkuinnig 9r
7uruny, Commission shoot:'oc considered havirit; niet this
requirerattmt.
1. The app:icacoon shall in:temnit'y and l•r;ld harmless the Tum-it o:
South Waidnur :Wmrim nny Itairihty, which might rrs,;lt hniri the
proposed „�.r,xll,.n or use
1 The prrm+r is va'id for five ,cars and shall expire on Dctembet IS.
2301, It is the landowner(sllappactualai respons.bi av to track
cxpiid•.iori datrs acid miry the, Cornrrassion of a renewal rrttueir at
least 65 days pi m, iorxpaxti—
A
4=1na1o,c,,,
I.P.
\
IP is `(�-26' North
of Propert�
_.AKITI TDAI` IVIKI(�
e:,:...?Ax di iJ .i-' 44?:IA v}IT.i WmVss+ • 11, C.:&,
Sa2utnlu
Deventber 20.:999
Pagc i
4. All approvals requ:rrd must he obtained and vihmaLed prior to any
activity or.:It, >.Ile
5 A contact per suu shall be idennried on the plans
Very truly yours,
INLAND wCrLANDS AGENCY/
CONSERVATION COMMISSION
"i) b�X-'Llto•,lC;'z.
"_'lizAtierh •arirrm, Chairlirrsoti
Ew:dr
C . Chief Building Official
Planning & •Loruru, Commission
Town L•'nRrncer
90' BUILDABLE
SQUARE
z
0
0.
14
J
CJI J
N/F KARL C &
DEBORAH S. DENFELD
LAWN AREA
I
50' �0
N/F ELIZABETH SAZINSKI
860 • 291 8755 PROPERTY SURVEY RESURVEY PREPARED FOR 1l I
esi n d�T LEA ELIZABETH WOLFS SAZINSKI
g
&rof e s s i o n a s, inc. DES/GN.• SIH DRAWN.• MHA CHECKED.• RJA (M STRONG ROAD
Civil Engineers • Planners - Surveyors • CIS ✓oe No.: 991213 DATE,• 8120199 4
165 south satellite road • south windsor • connecticut 06074 DRAWNG NO.: C.- laaiobk9912131DENREV,dwo SOUTH WINDSOR CONNIECTICUT
, +_41
_j
Wr
ep
-4-It-I!� _71`1470e�_14
W
W pw 0,,w _11010"t,
IIIIIII IZ 7 Z
47� " j
�X'
j
4�
'1A
P
'A-*
J
41,7!
&
SEPTIC SYSTEM NOTES:
DESIGN SPECIFICATIONS
1. NO EXISTING WELLS ARE TO BE LOCATED WITHIN 75' OF THE PROPOSED
A SEPTIC SYSTEM.
2, PIPE FROM FOUNDATION TO SEPTIC TANK SHALL BE PVC SCHEDULE 40
ASTM D-1785.
SOILS TESTING 7/9/99
-3, HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON PIPE WITH
BELL AND SPIGOT LEADED JOINTS, OR APPROVED EQUAL, LAID AT A
MINNUM SLOPE OF 1/4" PER LINEAR FOOT.
T. P. #1
- R"
I T1"V D &At [I rw
4. PIPE BETWEEN TANK AND PUMP CHAMBER AND DRYWELLS SHALL BE
- 36"
MEDIUM BROWN SAND
PVC ASTM D-3034 SDR-35 OR ASTM D-3033.
36 - 84"
LT. BROWN COMPACT SAND
NO LEDGF_
NO WATER, MOTTLING @ 18"
5 SEPTIC TANK TO BE 4000 PSI CONCRETE DESIGNED ACCORDING TO
CONNECTICUT PUBLIC HEALTH CODE SECT. 19-13-8103V.
T.P.49
&CONSTRUCTION OF THE SEPTIC SYSTEM IS TO CONFORM TO THE CONNECTICUT
0 6"
LITTER / MULCH
STATE HEALTH CODE AND THE SOUTH WINDSOR BOARD OF HEALTH REQUIREMENTS.
6 13"
BLACK SAND
7, SEPTIC SYSTEM IS TO BE STAKED AND GRADED By A LICENSED LAND
13 30"
RD-BROWN MEDIUM SAND (STAINED)
SURVEYOR UNDER THE SUPERVISION OF THE DESIGN ENGINEER.
30 80"
LT. BROWN COMPACT SAND
NO LEDGE,
NO WATER, MOTTLING @ 16"
&FILL MATERIAL FOR THE SEPTIC SYSTEM SHALL BE CLEAN, COARSE, WASHED
SAND OR OTHER GRANULAR MATERIAL FREE FROM FINES, CLAY, ORGANIC
T.P.#3
MATTER, AND LARGE BOULDERS, WITH LESS THAN 5% FINES, AND HAVING
A PERCOLATION RATE IN ITS ORIGINAL LOCATION AND AFTER PLACEMENT
0 - 8"
LITTER / MULCH
OF 5 MIN./IN. THE FILL IS TO DUMPED AT THE EDGE OF THE STRIPED
8 - 31 "
MEDIUM BROWN SAND
AREA AND SPREAD AND COMPACTED WITH TRACK DRIVED VEHICLES-
SI - 84"
LT. BROWN COMPACT GRAY SAND
TRUCKS SHALL NOT BE PERMITTED ON THE RLL AREA AFTER 1HE
NO LEDGE,
NO WATER, MOTTLING 0 14"
FIRST 12" OF FILL HAVE BEEN PLACED AND COMPACTED.
9, SEPTIC SYSTEM AREA SHALL HAVE ALL STUMPS AND TOPSOIL REMOVED.
SUBSOIL IN THIS AREA SHOULD NOT BE DISTURBED.
10, SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED TO SHED
SURFACE RUNOFF AWAY PROM SYSTEM.
11, NO UNDERGROUND FUEL TANKS. BURY HOLES, OR OTHER SOURCES OF
POLLUTION TO BE WITHIN 75' OF A WELL.
12, IT S RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED
PRIOR TO ANY §ITtWORK,
PERCOLATION
TEST #1:
13.
SOIL TESTING DONE BY DESIGN PROFESSIONALS. INC.
TIME READING
11.05
14.5"
14.
AS REQUIRED BY 11�11E HEALTH DEPARTMENT, THE DESIGN ENGINEER
11-08
15 7_9"
SHALL SUPERVISE STAKING OF THE SEP11C TO ASSURE CONFORMANCE
11:10
17.0 .
TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH CODE
11:13
17.25"
OF THE STATF'Or CONNECTICUT.-
11:16
18.0"
11:21
20 0"
15,
ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF
11: 24
21.0"
CONNECTICUT DEPARTMENT OF HEALTH CODE.
11:28
11:32
22.0"
23.0"
16.
NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS
PERCOLATION
RATE = 0 - 10 MIN./INCH
CLASSIFIED AS HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM.
17, IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN
AS DEPICTED ON THIS PLAN, THE INSTALLER SHALL STOP WORK AND
NOTIFY THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER IMMEDIATELY.
18. ALL DISTURBED AREAS TO,BE LOAMED AD SEEDED OR PROTECTED BY SILT
FENCE AS SOON AS POSSIBLE. SEPTIC SYSTEM DESIGN
19. ALL GRADfNG IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO NO. BEDROOMS = 3
DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. NO. LARGE CAPACITY TUB I /JACUZZI 0
100 - 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1000 GAL
20, ALL FILL MATERIAL SHALL BE PLACED IN 6"LIFTS AND COMPACTED TO PERC RATE = 0 - 10 MIN./INCH
90% DENSITY PRIOR TO TRENCH EXCAVATION. REQUIRED LEACHING AREA = 495 SF
USE SYSTEM WITH EPF. AREA = 5.9 SF/LF
TOTAL TRENCH LENGTH REQUIRED - 84 LF
2L THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & PROVIDE: 1 TRENCH 0 94 LF
ELEVATION) TO THE ENGINEER FOR THE PURPOSE OF CREATING AN TOTAL LEACHING AREA PROVIDED 554.6 SF
AS -BUILT DRAWING FOR THE HEALTH DEPARTMENT.
22, ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM,
THE CONTRACTOR SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE
AREA PRIOR TO PLACEMENT OF FILL. SCARIFICATION SHALL ONLY TAKE
PLACE WHEN THE SOIL IS DRY AND UNSATURATED.
M.LS.S.
23, THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN HYDRAULIC FACTOR (HF) = 62
. A MINIMUM OF 18" TO MOTTLING AND 48" TO LEDGEROCK. (DEPTH = 18* SLODE - 1.3%)
24, BENCHMARK TO BE ESTABUSHED WHEN SEPTIC SYSTEM IS STAKED. FLOW FACTOR (FF) 1,5
(NO. OF BEDROOMS 3)
PERCOLATION FACTOR (PF) = 1.0
(PERCOLATION RATE = 0 10 MIN./INCH)
M.L.S.S. HF X FF Y PF 93 LF
I QCT 0 __2___'S_TAPLE_T14E__SW_
ANGLE POSTS EXCAVATE A '6"x6" TRENCH FENCING TO THE
57, UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST
FW STAalUT*Y FENCING
AND $4r-
95* 12" MIN.
I 1--ILI I _j MANHOLE EXTENDED TO GRADE-
(FtEGUftED IF FILL OVER TANX EXCEEDS 12-)
t =Lst4=1 � Y
MANHOLES
9 n�l PU=
T.P.#4
n - r,
I ITTPP UI 11 r.W
6 - 17"
BLACK SAND
17 - 35"
MEDIUM BROWN SAND
35 - 80"
1-1. BROWN COMPACT SAND
NO LEDGE,
WATER 0 48", MOTTLING 0 12"
T-P45
� I,-
0 - 8"
LITTER / MULCH
8 - 17"
MEDIUM SANDY SUE3501L SOME SILT
17 - 35"
MEDIUM BROWN SAND
35 - 82"
COMPACT MEDIUM SAND
NO LEDGE,
WATER 0 51", MOTTLING 0 20"
T. P. #6
0 - 6"
LITTER / MULCH
6 - 14"
BLACK MEDIUM SAND
14 26"
RD-BROWN SILTY, SANDY SUBSOIL
26 80"
LT.IBROWN MEDIUM COMPACT SAND
NO LEDGE,
NO WATER, MOTTLING 0 14"
T. P. #7
0 10"
LITTER / MULCH
10 28"
RD--BROWN SILTY, SANDY SUBSO'L
28 82"
LT.BROWN VERY COMPACT SAND
NO LEDGE,
WATER 0 46", MOTTLING 0 16*
PERCOLATION TEST#2:
TIME READING
11:35
11 2.5"
11:40
18.5"
11:42
20.0"
11:44
21.25"
11:47
22.25"
11:50
DRY
PERCOL ATION
RIA rE = 0 -- 10 MIN./INCH
`711-
ir INLET -
a 140 OU TLET
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE
THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
TLR -, I i - -OUTLET BAFFLE
IT INTO THE TRENCH THE EXCAVATED SOIL
__,�INLET BAFFLE
CONNECTION AT MfID DEPTH--/ GAS DEFLECTOR
COMPACTED 4-
BACKFILL
D
1/3 REWIRE
CAPACITY IN SECOND
2/3 REWIRED CAPACITY IN
FIRST COMPARTMENT I
COMPARTMENT
Ei... -11 F-1 I i=1 I F
LENGTH NOT GREATER THAN 4 T*JCS MOTH OR DEPTH
CONSTRUCTION OF SYNTHETIC FILTER BARRIER TWO COMPARTMENT SEPTIC TANK
r
"p-
41 mi,
A
'k t-, 1.�
. F6,
Y
4 6NLESS OTHERVASE NOTED, EXISTING UTILITY REVISIONS
LOCATIONS AS SHOWN. ARE BASED ON AVAILAB-;*
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2, ALL UTILITIES ARE TO BE STAKED IN THE REILD
-0=-J U U U
13 0 1:113 E3 13
L
E
E3 o o b oV
i
0 0 0 0 0 13E
6" CT D.O. T. 2" STONE TO BE PLACED
'--OVER
0 E3 1313 013
1 FILTER FABRIC MATERIAL
0 0 13 0 0 0
[
11 0 0 El 0 0
c SEE SEDIMENT AND EROSIOIj
001313001
SHEET FOR PAVEMENT MDTHS
13131:10 0 13
1
0 0 1:113 13 0
1
0 131:113 E3 0
1
0 01 1:1 0 0 0
1�
0 1113 0 0 0 [1
r-I n il rl f7l n
EDGE OF PAVEMENT
iHRU STREET
ANTI - TRAC'.XING APRON
r, x:
As
M402
6'
STANDARD INFILTRATOROCHAMBE:PS = 5.9 FT/LF
INSTALL PER MANUFACTUPERS INSTRUCTIONS
INFILTRATOR LEACHING TRENCH
FILTER FABRIC
12,
SEEDIN G' SCHEDULE
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED
WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER
APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE
FEEI USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR
EQUIVALENT OF SLOW
RELEASE N!TROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND
LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE AT THE RATE OF 3
TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT,
PERMANENT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY I POUND PER 1,000 SQ, FT. OR 45 POUNDS PER ACRE. WOOD
CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS
PER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO jUNE 15 AND AUGUST 1 TO OCTOBER I
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH
ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
860 - 4, 91 - 8Y bt�
GRAPHIC SCALE
20 0 to 20 40
esign
BY A LICENSED LAND SURVEYOR PRIOR TO
DESIGN- SIH
CONSTRUCTION. DRA WN: SIH CHECKED: I?JA
I inch 90 fL JOB NO. 99121J DA /T: 8120199
m Civil Engineers - Planners - Surveyors - 1
3. THIS PLAN IS INVALID UNLLSS IT BEARS THE cis
WPRFSSION SEAL AND ORIGINAL SIGNATURE L.71" I
O� THE PROFESSIONAL ENGINEER /SURVEYOR.
NO,
DA TE
DESCRIP TION
B Y
sout,) wirdsu, connect;cut 06074 DRAWN0 NO.:
A
Als",Mk
&L
im, WEI
RESURVEYPREPARED FOR
"L-yrf'TLY WOLFEC A ZINK
ELIZABE .2 17 LYA�l L5 I
STRONG 110MOAD
TRIC
SOUTH WRNDSOR"' CON1,11EC �VVJT
SHEET
41/
11