HomeMy WebLinkAbout99-86P_THE PENTECOSTALS A UNITED PENTECOSTAL CHURCH_LONG HILL ROADTHE PENTECOSTALS
A UNITED PENTEC01STAL CHURCH
SITE PLAN OF DEVELOPMENT/SPECIAL EXCEPTION
prepared by:
01
jesign
rQjessionals, inc
Planners • Surveyors • Cl
'' S th Satellite Road
indsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
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PLEASANT VALLEY
SCHOOL
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LOCATION PLAN
DESIGN PROFESSIONALS INC
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INTERSTATE 291 CORRIDOR
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cONDo ANT
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KEY
SCALE
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PO BOY 415
✓ILLSON FARMS ASSOCIATES
E. WINDSOR HILL 06028
87 LONG HILL RD.
GARRY' S. FITCOCK
124 LONG H14L RD.
BRIGGS, MAYNARD W. & RUTH
78 LONG HILL RD.
KL£1N, JEAN F.
PO BOX 270
HARTFORD ELECTRIC LIGHT CO.
HARTFORD, CT 06141-0270
10 LONG HILL RD.
KIBBE, RICHARD 0.
PO BOX 270
HARTFORD ELECTRIC LIGHT CO.
HARTFORD, CT 06141-0270
PO BOX 270
HARTFORD ELECTRIC LIGHT CO.
HARTFORD, CT 06141-0270
800 BURNHAM ST.
KIBBE, RICHARD & EL VA J.
770 BURNHAM ST.
JOHNSON, EVEL YN F.
770 BURNHAM Sr..
JOHNSON, EVEL YN F,
770 BURNHAM Sr..
JOHNSON, EVELYN F.
GREYCOURt AVE.
BRUEDAN COPORATION
CHESTER, NY 10918
1.75 EDWIN RD.
CHARBONNEAU, ERNESTINE M.
712 NORTH KING Sr..
MURRAY, BARBARA C.
19 HUNTING RIDGE OR.
T AND P CONSTRUCTION, LLC
146 LONG HILL RD.
VU, HI£N V1 T. & HUYD
Zoift Data Block
ZONE: RR
ITEM
REQUIRED/ALLOWED
PROVIDED PARCELS A Ec _Pj
PROVIDED PARCEL )
PROVIDED (PARCEL B)
Lot Area
40,000 SF.
280,808 S.F. (6.44 ac.)
250,047 S.F. (5.74 ac.)
30,711 S.F.( .70 ac.)
Lot Width
175 ft. min.
219.6 ft.
85.6 ft.
134 ft.
Lot Depth
200 ff. min.
1,446.8 ft.
1,446.8 ft.
244 ft.
Lot Coverage
10% max
1.7%
2%
0%
Impervious Coverage
50% max.
9.7%
1 1 %
0%
Building Height
2.5 Stories/50 feet
1 Story
1 Story
N/A
Building Size
-
4,600f sq. feet
4,600f sq. feet
N/A
Front Yard
50 ft.
294.1 ft.
294.1 ft.
N/A
Rear Yard
50 ft.
1,041.4 ft.
1,041.4 ft.
N/A
Side Yard
20 ft.
57.5 ft.
57.5 ft.
N/A
Parking
1/3 seats
40 spaces
40 spaces
N/A
PARCELS A & B TO BE LEASED BY APPLICANT. PARCEL A FRONTAGE IS EXISTING NON -CONFORMING AND WAS FURTHER REDUCED
BY A STATE TAKING FOR 1-291.
PARKING CALCULATIONS:_ 120 SEATS/3 = 40 REQUIRED SPACES
REQUEST WAIVER FOR 9' X 18' SPACES (10' X 20' REQUIRED);— ,
s��4lttrLi.31:. 7.t �:�:: �:r:"Ii.c:•a..._.�.,,o.. ..._ .
NOTES:„ , , s ' ��. k u Y '�Q ,•�r .
SHEET INDEX
THESE DRAWIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPL[CANT FOR THI5 PROJECT. THEY ARE NOT '
TO 8E U5ED FOR ANY OTHER PURPO5E OR BY ANY OTHER PERSON OR PERSONS NOR _ 1 !�OF 4 S 11 r;r c 7"'4 ,
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN^�A r„ Q A.ti > ;1]C 0 VE R SHEET N KEY MAP (SITE PLAN)
PROFE5510NAL5. INC
'-y 71'4�.� I lGTi`1.J'Di 4.��;i.�«.£ «.i� `."•ri•tiE''1 � I.i%y �i4.., � i
THESE PLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL 516NATURE AND IMPRF-55ION SEAL P L 0 T PLAN
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
TOPOGRAPHIC PLAN
OWNER APPLICANT •.�-'x -�
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20-3006-20 OF THE 359 BURNHAM STREET, L.L.C. THE UNITED PENTECOSTAL CHURCH OF EAST HARTFORD, L.L.C. DETAIL SHEET
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 C/O D A V I D A. CAR O N C/O REV. J 0 N K. PET 0 S K Y, SENIOR PASTOR r f t
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 P.O. B 0 X 1 149 601 B U R N S I D E AVE. REVISED: JANUARY 2I, 2000
FIELD SURVEY MAY DISCLOSE
312 DEMING STREET EAST HARTFORD CT 06108 DATE: DEGEMBER 21q, Igaq
TO THE BEST OF 0 GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882 SOUTH WINDSOR, CT 06074 TEL (860) 528-9834
RICHARD P. MART L LIC' No. TEL (8 6 0) 6 2 7 - 01 1 1 SHEET 1
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PARCEL 8
AREA 30.711 S, F. 0)
CONC. PAD '10,
54+5'
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1 . ALL MONUMETATtON FOUND OR SET IS DEPICTED HEREON.
3. TOTAL AREA = 6.44 AC
I N,
2. HORIZONTAL DATUM - NAD '27.
%-U� 01/?
I W SULLPAN A.VMX - SOUTH WINDWR. C'06074-2 786
----------
4N
AWACW86QA44-25I1
4. PARKING LOT IS TO BE GRAVEL SURFACE. STRIPING LINES DEPICTED ARE TO -------- —
g S87-22'
DEMONSTRATE COMPLIANCE WITH ZONING REGULATIONS PERTAINING TO
4
v
NUMBER OF PARKING SPACES. JV
CFRTTFTEf) M[An.
A
5. BOTH PARCELS A AND 8 ARE EXISTING PARCELS OF RECORD. P11
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February 21. 2000 1 o:
Al
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The United Peritcoustal Church
601 Burrt.�Pdt: Avon=
MAP REFERENCES: East lisafiardI (717 06109
DearMaidarn,'Sir:
1 . TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM CHESTER LUBOWICKI Xe. AppI 99-86P. United Pentecostal Sitc!"isn
BY THE STATE OF CONNECTICUT - INTERSTATE ROUTE 291 (LIMITED ACCESS HIGHWAY)
SCALE 1"=40', MAY 1, 1980 SHEET 1 OF 1 TOWN NO.76 PROJECT NO. 1,32-97 Nkc are ple2sed to advisc vicurbirt the Plaritung & Zonjn&(�orrmssori voted or February 15, 20M, to approve
with modifications the above referenced application for a Site Plim o[De%viopmertraid Special Excimionto
SERIAL NO. 7. Section 4. I.S.b. to allow a hoissc of worsh p
Thisappruvall is for the "mvermaiii ofan exuiling liculdn on property Loczted 100 Long Hill Rcl- RR zone as
2. SITE PLAN - INDUSTRIAL MACHINE SHOP & FUTURE HOUSE PROPERTY OF CHESTER Iihown onplarts prepared byDesign Prcifiessioriali4 Inc., Job No.917-ION dated 1-21-M as; revised. This
LUBOWICKI, LONG HILL ROAD, SOUTH WINDSOR, CONNECTICUT SCALE. 1"=50' appnival is subject to the following mixElIk--dions;
DATE 6-7-1982 REV. TO 3-18-83 SHEET S1, BY JOHN LAWRENCE ASSOC., INC. 1. Prior to commortcement of Kay sitc%vtt, a mw&g must be heldwith Town Staff
2. No building permit will be ismed until the firialmylars haye been filed in the fown C.le&3 offloo.
3. HARTFORD ELECTRIC LIGHT CO. BERLIN, CONN. LAND TO BE ACQUIRED FROM LEGEND 3. This aWkahoo ismilijecito thocondiaonsol'approvalof1he lillan WeLIan&&,ency/CDwcrv=m
ROBERT V. WILLIAMS ET.AL. LONG HILL ROAD, SOUTH WINDSOR, CONNECTICUT
0- EXISTING IRON PIN'
SCALE 1'=10001 DATE APRIL 26,1979 NO. C278F18, 4. An as-Inxift plan is required prior to isiiivancia ofz Certificate of Occupancy per Section R.I. 10 of The ZoWng
0 PROPOSED IRON PIN Ftegitilatioas-
0 EXISTING MONUMENT 5 At', plariq used in the flold by the developer must bc4ar the swrip and authofi'zod siWirore oftlic Town of
A --A— LIMITS OF INLAND WETLANDS Somh Windww
x287.3 EXISTING SPOT GRADE 6 A waiver is granted to allow 9* x lg'p�wkingp spacs
+-283.3 PROPOSED SPOT GRADE 7. Well must be testiA for potobility aud approvW by the LowironinvuW Ilealth Officcr prior to isisuxice of a
EXISTING CONTOUR AND ELEVATIO111 (7c"ificale of0cicuparicy.
300 PROPOSED CONTOUR AND ELEVATION 9 Ifthere is a durnIntcr. it in= he located on a coricr-,te padiiartzriod and located on thicstdc of the building
not factrig flit: abuthng National Register Historic property
"I z*1
gm-,- -71" 3.- i 1,
T
1� UNLESS OIHERWISE NOTED. EXISTING UTI! iT'y
REVISIONS
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLI
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
1,24/00
ADD PROPOSED DRIVE AND PARKING LOT
BY A LICENSED LAW� SORVIFYOR PWOR 10
2
1/14/00
REV. PER TOWN COMMENTS AND REGRADE OF DRIVE
CONSTRUCTION.
REVISED PER TOWN SANITARIAN'S COMMENTS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
L
AAPPV�qfnN q�A� ANT) OPI('INA] IZIC'hjATi1PP
�,flF-,"P-R"OF-E-S"S-!O,N"A,-L EN'G1'INE,�R/`S' -U,RV,E -YO'R'.
NO.
I
I DA TE
I
I DESCRIP TION
EXISTING TREELIHE
PROPOSED TREELIN
ir' I :TIT
011
0 '01-spwl
410 14" AV KAI_ R
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE V41TH 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.
SIH TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
5 EIH
SIH
By RICHARD P. MARTEL
12882
9. Prior to driveway widecing, Lrecs to be cleared must he mariced and inspected by Town stafE
10. In recoenition oftbehi3tonc residences located inclosc proximity, ific SLgo is nXtrictedto 12
sq. it. with no h6lauig. Thv sip de.,ip and mattzials inuot bc approved by the Droctm ofplanolng prior to
issuance rifa %,n permit
Ellack� zod whitte tisovarent mylars ofSbtiel 112 with the above modifications. fogictlKir % jj�. ft" hitieprint
copies of the cow:c 3a ofplarts must be submitted to this 0orrinufmon witlim 30 days to be sterripcil andi signed.
111mlauarsoll'apprinvidofthisCommi kii as well as the lid and Wetlands; Agcrucy;i-oracmawn C ,rurnission
must bertproiducadon the mylam After the mylius have hem signed by the Comati sigon. they will be returned
toyc)ufoi-fibrtgijifl)uOJTiceofftTo%i,mCIcTIL After filing those plims, a copy ofthe T=" must be
submitted to the Phrining Department
no attached Special Fxception thm must bumlsuple(W and Zmlin the Town Cleric's offlotiI Tbeatiocial
ex�Vnnrz will take c5er;t upon filing.
Sincemly,
kff,-
ut- 7
It- PII
mosly,
Walter 1. 'hairmart
Planning mad zorung Convnti;s3oft
eI. -
WJM;dlw 'T
r
Attactimma i
cc: rownErizincar �j, y,
rticefRuildin? Official
qk�l t:,x R--S�
Asscsiior
SuperintmWerit of pollution Cknitrol
Fire Manhal ��t
Perot Design Pirofensionals, Inc.
GRAPHIC SCALE
40 0 20 40 80
IN FEET
1 inch = 40 ft.
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65 south satellite rood south windsor - Connecticut 06074
PROPERTY SURVEY
PLO' amo—LAN
DESIGN.- SIH I DRA WN.- SIH I CHECKED., R,1A
JOB N0- 97-1060 1 DATF, 12- 29- 99
DRA WNG jV0.: i—�- k,7a inh k.Q710h0 k 40.'�PA (F.'� el
M
RESURVEYPREPAREDFOP
THE PENTECOS-ATIA-ALS
ROO LONG HRLL ROAD
SOUTH WRNDSOR ICONNECMICUT
MON. 0.06' NORTH
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70 80 90 100 110 120 130 140 150 160
10 20 30 0 50 60 170 180
SNET 1 �0
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7
SCALE: HOR. 1" 10'
0
99 VERT. 1"= 4'
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6' Ff "
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LIMITS OF INLAND e
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EXISTING
. . . ... .....
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—300— PROPOSED CONTOUR AND ELEVA
TION po
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PROPOSED SPOT GRADE
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INA
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
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 INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER /SURVEYOR.
REVISIONS
3 1/24/00 REVISE PER TOWN COMMENTS SIH
2 1/14/00 REV. PER TOWN COMMENTS AND REGRADE OF DRIVE S1 H
1 12/13/99 REVISED PER TOWN SANITARIAN'S COMMENTS
NO. DA TE DESCRIPTION BY
PROPOSED SILT FENCE
EXISTING TREELINE
PROPOSED TREELI
N E
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL
ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
R!CHARD il. MARTU� LIC. No.
GRAPHIC SCAU
20 0 10 20 40
IN FEET
1 inch = 20 ft.
!M1-
96
T P 4 0.0 t
4VOETLANDS REGULATED REA
DPnDPPTY C,"P\IVY
00V I 4�1 ; 1 0 /
,,Design
Lj mTessionais-, inc.
I
m— Civil Engineers Planners - Surveyors - CIS
lb5 south satellite road south windsor - connecticut 06074
,,;:,,po-,A,o-,n r,0(7:,,
70POM Irn kC9 FLFCAN
DEsIGN.- SIH I DRA W.- SIH I CHEVKED.- /?,
joB No..- 97-1060 1 DA TE.- 12-29— 99
DRA WNG NO..- C.- k a a ibb k 9 71060 k 4 OSPA CE�
719i
RESURVEY PREPARED FOR
THE PENTECOSTALS
190 LONG HILL ROAD
SOUTH WRNDSOR CONNECTRCUT
'7
� r'T
SHEET
2 //
,IX 4-
L.
ift
V
;1F.
4
N
n
i Z 4
Oi il,
T1
SEPTIC NO I E_
j, 1,f �q., Yj
1. HOUSE SEWER TO BE 4"
.7 4�.� �TVIT-
WATER PIPE NTH RUBBER
MINIMUM SLOPE OF 1/4'
SOILS TESTING 6/2/99
14 V
2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING FILL MATERIAL 41A
�v'
T.P.#I k
4, 1 1 111R.41
1 � k",
IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN
FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACT
PERCOLATION TEST 6/24/99
Z.
A 44
IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED P TO It I ,
TIME READING
0 18" FILL MATERIAL
A
TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT
35"
ifA
IS TO CROSS, DUMP, UNLOAD OR OTHERWSE COMPACT THE FILL 18 BLACK ORGANIC MATERIAL
35 "U
0 6.5" �_Rli'
45" GRAY FINE SILTY CLAY _i,4,
7 AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL �4_ 4
5
4
TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND 10 8.25" n
-BROWN SAND
7.5"
5 72" COARSE RED
84" GRAY FINE SILTY CLAY
SPREAD AND COMPACTED NTH TRACK DRIVEN VEHICLES.
7, lk
J,
72 15 9.25"
NO LEDGE, WATER @ 74", MOTTLING @ 47"
t -A,
20 10.0"
TV
3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED _, . - I..
25 11.0"
TO SHED SURFACE RUNOFF AWAY FROM SYSTEM.
& 14- 0.�
4. NO UNDERGROUND FUEL TANKS, BURY HOLES, 01 41"
30 11.5"
T.P.#2 35 12.0"
I IA
R OTHER
SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL.
0 13" GRAVEL FILL
13 22" ORIGINAL ORGANIC LAYER PERCOLATION RATE 1 10.1 MINJINCH
5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED
4
22 30" RED -BROWN FINE SILTY LOAM
_4ile X
66" RED FINE MEDIUM SAND
30
BEFORE ANY SITEWORK IS PERFORMED.,-,
4i
66 - 72" GRAY CLAY 4
6. SOIL TESTING DONE BY DESIGN PROFESSIONAL, INC.
4
NO LEDGE, WATER 0 66", MOTTLING 0 30" SEPTIC SYSTEM DESIGN
7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGIN
EER
GALLONS PER DAY 330
%
ANk-t
SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORM REQUIRED TANK CAPACITY 1000 GAL
TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH T. P. #3
PERC RATE 1 - 10.1 MIN/INCH
CODE OF THE STATE OF CONNECTICUT.
15 GRAVEL FILL REQUIRED LEACHING AREA = 495 SF
0 C_
8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE NTH THE STATE OF CONNECTICUT DEPARTMENT 15 - 20" ORIGINAL ORGANIC LAYER USE SYSTEM WITH EFF AREA 3.0 SF/LF
TOTAL TRENCH LENGTH REQUIRED 165 LF %
OF HEALTH CODE
20 - 26" GRAY SAND
zs
- 52" COMPACT SAND
26 PROVIDE: 3 TRENCHES @ 55 LF/EACH
9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS
ARE TO BE DISCHARGED TO THE SEP11C SYSTEM.
52 77" SATURATED COMPACT SAND MIX TOTAL LEACHING AREA PROVIDED 495 SF
p4�
wo
NO LEDGE, WATER @ 52", MOTTLING @ 20"
10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS
NOTE: ESTIMATED SEWAGE FLOW DETERMINED 4
PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE FROM MAXIMUM NO. OF SANCTUARY ATTENDEES
DEISGN ENGINEER IMMEDIATELY. PLUS CLASSROOM STUDENTS. (SANCTUARY ATTENDEES (250)
A
T.P.#4 1 GAL PER PERSON, STUDENTS (40) 2 GAL. PER PERSON)
11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE
2' OF BITUMINOUS CONCRETE TO BE
AS SOON AS POSSIBLE. 0 - 8" ORGANIC, LAYER
OVER 6" OF PROCESSED GRAVEL BASE
8 - 15" RED -BROWN SANDY SUBSOIL M.LS.S.
12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE
15 - 24" SILTY GRAY SAND
RUNOFF AWAY FROM THE SEPTIC SYSTEM. 24 - 62" MEDIUM REDDISH SAND HYDRAULIC FACTOR (HF) 62
A,
62 86" CLAY (DEPTH 20" SLOPE 3%)
13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE
BEEN PLACED AND COMPACTED. NO LEDGE, WATER @ 66", MOTTLING @ 33" FLOW FACTOR (FF) 1.10
(GALLONS PER DAY 330)
14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE
y
-OR (PF) 1. 2
EXCAVATION FOR THE TRENCHES. PERCOLATION FAC1
T. P. #5 r
4
(PERCOLATION RATE = 1 10.1 MIN.) -A�
15 THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO 0 - 4" ORGANIC LAYER M.L.S.S. HF X FF X PF 81 8 LF
EDCE OF PAVEMENT
THE ENGINEER FOR THE PURPOSE OF CREATING AN AS -BUILT DRAWING FOR THE HELATH 4 8" SANDY RED SUBSOIL
,,DEPARTMENT
loll , - , , � -1� - , 1' � � : "I""
THRU STREET�
8 - 28" BROWN MEDIUM SAND
6
ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR - 62" RED -BROWN SILTY SAND
28
SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL 62 - 78" CLAY
'4"
x" -SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. NO LEDGE, WATER 0 62", MOTTLING 0 -
AL
17 THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM PUMP SYSTEM DESIGN
:., I ; " . ,I ''1 2' (COMPACTED) CLASS I OR 2 BITUMINOUS
OF 18" TO MOTTLING, AND 48" TO LEDGEROCK
LEN T`ION PIPING. 165 LF SURFACE COURSE
GTH OF DISTRIBU
A, - ".. , , �.il� /
18, SEPTIC TANK SHALL BE WATERTIGHT.
1/2 VOLUME OF DISTRIBUTION PIPING: 54 GAL
i 19. CONTRACTOR SHALL REMOVE GRAVEL FILL AND ORGANIC LAYER AND PLACE FILL TOTAL STATIC HEAD: 1.65 FT
6' (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
BEFORE INSTALLING LEACH FIELDS. THIS SHALL INCLUDE THE RESERVE AREA A.; WELL. USE 2" DIA. PIPE, WITH MIN. VEL 2 FT/S
TOTAL H
47� 3.60 FT
20. ALARM SYSTEM TO BE BOTH AUDIBLE AND VISUAL.
PUMP: MEYERS SSM33 OR APPROVED EQUAL
21. AS -BUILT DRAWING FOR THE SEPTIC SYSTEM TO BE PROVIDED CYCLE ON TIME: 1.77 MIN.
4n TO THE TOWN OF SOUTH WINDSOR.
A.
SELECT FILL
PAVED APRON
11� Alf,
3_
N,
r. SIEVE PARTICLE SIZE % PASSING
w
#4 #10 4.75mm 0.0mm 100%
I, J.
#10 #40 2 Omm .425mm 0% 100%
50%
#40 #100 .425mm .1 5mm 0%
;4
#200 .15mm .075mm - 20%
#100 0%
4"PVC In
<.075mm 0% 5%
#200
4;.,
A
NOTES
1. CHAMBER TO BE ROTONDO PC 4x6
OR APPROVED EQUAL
f". 2. LIQUID CAPACITY 180 GAL/FOOT
b, 3. 54 GAL =. 0.30 FT OR 50% OF DIST
SYSTEM CAPACITY
4. PUMP TO BE MEYERS SSM33
OR APPROVED EQUAL, CAPABLE OF
PUMPING 30.5 GPM AGAINST 3.60 FT
I OF HEAD.
r
:if
ok�
Y,
�j
4
y
fe.,
y,
A�
e"i
3
7t
it.
'je
e
P§ -A
�4
1. SET POSTS A14D 2. STAPLE THE SILT
X_1! .4;6
ANGLE POSTS
EXCAVATE A 6"x6" TRENCH FENCING TO THE
5* UPSLOPE
UPSLOPE FROM POSTS. END OF THE POST
POST SILT
.4,�N .4
R
FOR STABILITY
FENCING
AND SELF-
00. '7
CLEANING.
95'
Af
m
K,
L
f
t
7,
---I I El I IEHI I M I I MANHOLE EXTENDED
4 3 OUTLET BOX
E I
TO GRADE
(REQUIRED IF FILL OVER TANK EXCEEDS 12")
-A I IM I I I E I I Mi I I_=1 I 1= I I-= I I I I IEI I I
�N Ak-
x
MANHOLES
0
7
L �;=
-7
r
t�? -Ai
4
ESTABLIS -s
OUTLET
H 4 ABOVE INVERT - WW
c
3
CUT ELBOW AS REQUIRED TO
fALLS INLET
tk
0
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE
--OUTLE'
0% A. -
A
THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
".2
V.", JIw (N % ; R
CONNECTION AT MID DEP111
Hhb D GAS DEFLECTOR
&
-4
TO LOWER TRENC COMPACTED-
7'ROM UPPER TRENCH _",�_INLET BAFFLE
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL.
IN
INLET . 4-
FdL TER
t- r BAFFLE
BACW"A
KFILL
X
T't,- 1/3 REQUIRED
2/3 REQUIRED CAPACITY IN
CAPACITY IN SECOND
�,_, i 0 - -
<
FIRST COMPARTMENT
4
w �TT
COMPARTMENT
U
-a-
'41
Is
tt
".mo
4-
7 -1.
F.
4
GALLER!
IES
I - . . A LENGTH NOT GREATER THAN 4 TIMES 'MOTH OR DEPTH
GALURIES
3
4
1A 4
TWO COMPARTMENT SEPTIC TANK
A
41 7
N TG�'
�pw
HIGH CONSTRUCTION OF SYNTHETI C FILTER BARRIER
T LEVEL OVERFLOW
4
4
y, 4
V
tat DISTRIBUTION BO
x
"P,
n6
40%,
NOT TO SCALE
"In
4, 6 er
A�"
T
�g _< x
0 0 11
1 UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
U (71
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
* 0
8
INFORMATION. ALL EXISTING UTILITIES SHOULD
'0 to
0, co
. .
BE FIELD VERIFIED PRIOR TO CONSTRUCTION
4.. 1.1
(,a,
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
(A
BY A LICENSED LAND SURVEYOR PRIOR TO
2
1/14/00
REV. TO ADD PAVED APRON DETAIL
SIH
CONSTRUCTION.
12/13/99
REVISED PER SANITARIAN'S COMMENTS
SIH
3, THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND 00!�INA- CV'-JATI_;pf
',.
1, .
I
OF THIL PROIESS-ONAL C'�
� I �:
DESCRIPTION
By
860-291-8755
GRAPHIC SCALE
0 &esign
IN FEET I rof essionals, inc
I inch ft. 0- Civil Engineers Planners - Surveyors - (A;
65 south satellite road south windsor - Connecticut 06074
190j M MCI I I WN rm @ RUT
V
DESIGN SIH I DRAWN SIH I CHECKED R
joB No... 97-1060 1 DA TE.- 12129199
m I�
THE PENTECOSTALS
ROO LONG HULL ROAD
SOUTH WINDSOR, CONNECTICUT
SHEET
4 X,
THE PENTECOSTALS
ROO LONG HULL ROAD
SOUTH WINDSOR, CONNECTICUT
SHEET
4 X,