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SITE
PLAN'
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prepared by:
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esign
rofessionals, Inc.
Civil Engineers • Planners • Surveyors • CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
THESE DRAWIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC, AND HA'JE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURP05E OR BY ANY OTHER PER50N OR PERSONS NOR
REPRODUCED IN ANY MANNER YVITHOUT THE EXPRESS NIRITTEN PERMISSION OF DE516N
PROFESSIONALS, INC.
THESE PLANS ARE INVALID U LE55 THEY BEAR THE OR161NAL 516NATURE AND IMPRES51ON SEAL
OF THE PROFE55IONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 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 KNOVC AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No
SR/CKY.
POND
8- —SITE
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DESIGN PROFESSIONALS, INC.
OWNER. APPLICANT
ELIZABETH WOLFE SAZINSKI
574 STRONG ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TEL. (860) 528-4957
LOCATION PLAN
\qD
zoo & suWv*bi Hera Block I
ZONE: INDUSTRIAL ZONE (RR)
ITEM i `REQUIRED/ALLOWED 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 i 20 ft. min. 40 ft.
Rear Yard 50 ff. min. —
Front Yard 50 ft. min 53 ft.
SHEET INDEX
1 COVER SHEET
2 KEY MAP
3 IMPROVEMENT LOCATION MAP
4 DETAIL SHEET
South Windsor
INLAND WIETLANAg A§gN@jj
CONSERVATION COMAl116i
DATE�' NOVEMBER IS, Iclga
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SEPTIC SYSTEM NOTES:
1. NO EXISTING WELLS ARE TO BE LOCATED WITHIN 75- OF THE PROPOSED
SEPTIC SYSTEM.
2.PIPE FROM FOUNDATION TO SEPTIC -TANK SHALL BE PVC SCHEDULE 40
ASTM D-1785.
3. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON PIPE NTH
BELL AND SPIGOT LEADED JOINTS, OR APPROVED EQUAL, LAID AT A
MINIMUM SLOPE OF 1/4" PER LINEAR FOOT.
4,PIPE BETWEEN TANK AND PUMP CHAMBER AND DRYWELLS SHALL BE
PVC ASTM D-3034 SDR-35 OR ASTM D-3033.
5 SEPTIC TANK TO BE 4000 PSI CONCRETE DESIGNED ACCORDING TO
CONNECTICUT PUBLIC HEALTH CODE SECT, 19-13-8103V.
&CONSTRUCTION OF THE SEPTIC SYSTEM IS TO CONFORM TO THE CONNECTICUT
STATE HEALTH CODE AND THE SOUTH WINDSOR BOARD OF HEALTH REQU.IREMENTS.
i
7,SEPTIC SYSTEM IS TO BE STAKED AND GRADED BY A LI�ENSED LAND
SURVEYOR UNDER THE SUPERVISION OF THE DESIGN ENGINEER.
&FILL MATERIAL FOR THE SEPTIC SYSTEM SHALL BE CLEAN, COARSE, WASHED
SAND OR OTHER GRANULAR MATERIAL FREE FROM FINES, CLAY, ORGANIC
MAITER, AND LARGE BOULDERS, WITH LESS THAN 5% FINES, AND HAVING
A PERCOLATION RATE IN ITS ORIGINAL LOCATION AND AFTER PLACEMENT
OF 5 MIN./IN. THE FILL IS TO DUMPED AT THE EDGE OF I`HE STRIPED
AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEb VEHICLES.
TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE
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 FROM SYSTEM.
11 NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER SOURCES OF
POLLUTION TO BE WITHIN 75' OF A WEL,' .
12, IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED
PRIOR TO ANY SITEWORK.
13. SOIL TESTING DONE BY' DESIGN PROFESSIONALS, INC.
14 AS REQUIRED BY T-,iE HEALTH DEPARTMENT, THE DESIGN ENGINEER
SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORYANCE
TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH CODE
OF THE STATE OF CONNECTICUT.
15, ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF
CONNECTICUT DEPARTMENT OF HEALTH CODE.
16, NO STOR.M.WATER, GROUND WATER, COOLING WATER, OR MATERIA*LS
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 1-0 BE LOAMED AD SEEDED OR PROTECTED BY SILT
FENCE AS SOON AS POSSIBLE.
19. ALL GRADING IN 1HE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO
DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTcM.
2 111 ALL FILL MATERIAL SHALL BE PLACED !I,' 6"LIFTS A14D COMPACT ED TO
90% DENSITY PRIOR TO TRENCH EXCAVATION.
211. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION &
ELEVATION) -10 THE ENGINEER FOR THE PURPOSE OF CRFATING AN
AS-BUiLT DRAWING FOR THE HEALTH DEPARTMENT.
`2 ONCE THE TOPSOIL HAS BEE14 R�_MOVED 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 I-AKE
PLACE WHEN THE SOIL IS DRY AND UNSATURATED.
23. THE BOTTOM Or THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAtNTAN
A MINIMUM OF 18" TO MOTTLING AND 48" TO LEDGEROCK.
24 BENCHMARK TO BE E-STABLISHED WHEN SEPTIC SYSTEM. IS STAKED.
1. SET POSTS AND 2. STAPLE THE SILT
ANGLE POSTS EXCAVATE A 6"x6" TRENCH FENCING TO THE
5* UPSt OPE POST UPSLORE FROM POSTS. SILT END OF THE POST
VOR STABILITY
FENCING
AND SELF-
CLEANING.
R
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12" MHA.
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I i I�R I i�B I!_1 I I-
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3. ATTACH FILTER FABRIC TO
4. BACKFILL THE
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC jT INTO THE TRENCH
THE EXCAVATED SOIL.
COMPACTED
BACKRLL
if k_zd I A iE�ll I 1z___1 I Ell I IEE! I i__ I I F
fit III I Fl-, 7 --1 1 1-1 1 1-[ 1 1-
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
2!
1, UNLESS OrHERWISE NOTED, EXISTING U'ILI�Y
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION
3 THIS PLAN IS NVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF' THE PROFESSIONAL ENGINEER,/SURVEYOR.
NO.
DA TE
.7 &W,
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REVISIONS
DESIGN SPECIFICATIONS
SOILS TESTING 7/9/99
T. P, #1
0 - 8"
LITTER / MULCH
8 - 36"
MEDIUM BROWN SAND
36 - 84"
LT. BROWN COMPACT SAND
NO LEDGE,
NO WATER, MOTTLING @ 18"
T
,.P.#2
0 6"
LITTER // MULCH
6 13"
BLACK SAND
13 30"
RD-BROWN MEDIUM SAND (STAINED)
30 80"
LT. BROWN COMPACT SAND
NO LEDGE,
NO WATER, MOTTLING @ 16"
T.P #3
0 - 8"
LITTER / MULCH
8 - 3"'
MEDIUM BROWN SAND
31 - 84"
LT. BROWN COMPACT GRAY SAND
NO LEDGE, NO WATER, MOTTLING 0 14"
PERCOLATION TEST
TIME READING
11: 05
14.5"
11:08
15. 75"
11:10
17.0"
11:13
17.25"
11: 16
18.0"
11: 21
20,0"
11: 24
21.0"
11:28
22.0"
11: 32
23.0"
PERCOLATION RATE = 0 - 10 MINI./INCH
SEPTIC SYSTEM DESIGN
BEDROOMS �- ' )
NO. LARGE CAPACITY TUB,'JACU�Zl = 0
100 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY � 1000 GAL
PERC RATE = 0 - 10 MIN./INCH
REQUIRED LEACHING AREA = 49t ' SF
USE SYSTEM WITH EFF. AREA 5.9 SF/LF
TOTAL TRENCH LENGT�-i REQuiRED 84 LF
PROVIDE: I TRENCH 0 94 LF
TOTAL LEACHING AREA PROVIDED 554.6 SF
M.LS.S.
HYDRAULIC FACTOR (HF) = 62
(DEPTH = 18"
SLOPE = 1.3%)
FLOW FACTOR
(FF) 1�5
(NO. OF BED -ROOMS 3)
PERCOLATION
FACTOR (PF) �z 1.0
(PERCOLATION
RATE 0 10 MIN./!NCH)
M.L.S.S. = HF
x FF PF 93 LF
-7- MANHOLE EX7*ENDED TO GRADE-
_]!QIU�N�F_ILL OWN TANK EXCEEDS 12-)
MANHOLES
f
�-INLET BAFFLE
CONNECTION AT MID DEPTNH
<
2/3 REOURED CAPACITY IN 1/3 REQUIRED
FIRST COMPARTMENT CAPACITY IN SEC40
I ! COMPARTMENT
L.ENGTH NOT GREATER THAN 4 TWES VADTH OR DEPTH_
TWO COMPARTMENT SEPTIC TANK
DESCRIPTION
13 Y
�,tl, A I'
1�'
A
fi
T.P.#4
0 - 6"
LITTER / MULCH
6 - 17"
BLACK SAND
17 35"
MEDIUM BROWN SAND
35 80"
LT. BROWN COMPACT SAND
NO LEDGE,
WATER @ 48", MOTTLING 0 12"
T. P. #5
0 - 8"
LITTER / MULCH
8 - 17"
MEDIUM SANDY SUBSOIL SOME SILT
17 35"
MEDIUM BROWN SAND
35 82"
COMPACT MEDIUM SAND
NO LEDGE,
WATER @ 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"
t.T.BROWN MEDIUM COMPACT SAND
NO LEDGE,
NO WATER, MOTTLING (9 14"
T.P.#7
0 10"
LjT TER / MULCH
10 28"
R�-BROWN SILTY, SANDY SUE3501L
28 82"
LT, BROWN VERY COMPACT SAND
NO LEDGE,
WATER 0 46", MOTTLING 0 16"
PERCOLATION TEST#2:
TIME READING
11. 35 12.5"
11: 40 18.5"
11: 42 20.0"
11: 44 21-25"
11:47 22.25"
11:50 DRY
PERCOLATION RATE = 0 -- 10 MIN./INCH
-- OUTLET
- OUTLET BAFFLE
GAS DEFLECTOR
61 COVEP
I -
-0-=1 w U L
1113 1:113 13 13 1
13 13 C1 13 CI)Q I
0 0 0 13 0 01
6 " CT D.O.T. 2" STONE TO BE PLACED
0 0 1:1 Q 0 13 E
OVER FILTER FABRIC MATERIAL
0 13 0 M 0 0 C
0 13 0 Q 0 C31
SEE SE�IMENT AND EROSION
C3 c3 o b o 0 c
SHE T ,
E OR PAVEME!IT WIDTHS
0 0 C '3 13 13
C3 E3 C� 13 00
0 0 C1 E3 0 0
0 E3 0 E3 0 0
t3 0 0 C1 E3 0 0 01
EDGE OF PAVEMENT
7HRU SIREE-
ANTI-TRAC,'KING APRON
FILTER FABRIC
f
6'
STANDAPD INFILTRATOR"CHAHIBERS = 5.9 FT�/LF
INZTALL PEP MANUFACTURERS INSTRUCTION',
INFILTRATOR LEACHING TRENCH
GRAPHIC SCALE
20 0 10 20 40
L
IN FEET
I inch 20 f t.
0',
,7
�j
0%
4'
q,
-4-
4
SEEDING SCHEDULE
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED
W-rH 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
FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALEN7 OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPGRESSING. 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 I
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 50. FT, OR 45 POUNDS PER ACRE. WOOD
CI,IPS SHOULD BE APPPELD
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 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH
'�,!\!-HORED HAY k,4U!__(-��
AT 2 TONS PER ACRE.
860-291-8755
DETAL SHEET
esign
&rof essionals, inc. DE-.51GN: 51H --I DRAW: SIH 7CHf_CK,-D.- R,1A
I
_0 Civil Engineers - Planners - Surveyors - CIS joB No.: 99121J I)A I-E.- 6120199
165 south satellte road - south windsor - Connecticut 060 74 DRA WNG NO.:
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