HomeMy WebLinkAbout2003-10-16 - 1540 Main Street - Septic As BuiltTOWN OF SOUTH WINDSOR
HEALTH DEPARTMENT
Application for permit to instaH a new/repair subsurface sewage disposal system.To the Health Department,
Town ofSouthWinds r.,4"éFeePaid7“3 Ci‘
As a subsurface sewage disposal system installer licensed in the State of (xv-awe;Connecticut i
mu‘\W RQ i Kw}:LILH mm‘rv CT C1,)\m Mi ma attacks/y.
Name,Address.Teiephone Number,License Number
hereby apply for a permit to construct/repair a subsurface sewage disposal system located at
NameStreet,Address,Lot Number
52»Date /v"‘/é‘O 3 Permit Number
iQLita mm w Ti and owned by (Bf!i (“2‘2 Ii
Address
Public-Private
Information to be supplied by Health Department:
Soil type atvarious levels
Percolation rate .Square feet of effective leaching area required
Size of septic tank Type of system
Number of dry wells,trenches,etc..Distance between individual leaching
units.Distance from well on same property on adjoining property
Curtaindrainrequired
Trenches,Drywells,Etc.
Yes,No
,maximum ground waterHeightofsystemabovegroundwater
ledge ,impervious soil layer
if automatic closing is required,description
‘A
PLOT PLAN INDICATING LOCATION OF PROPOSED STRUCTURE,WATER SUPPLY,SEPTIC SYSTEM,EM-
BANKMENTS,WATERCOURSES,PROPERTY LINES AND ALSO INDICATING EXISTING AND PROPOSED
FINISHED GRADES MUST BE SUBMITTED BEFORE THIS PERMIT CAN BE ISSUED.
THIS PERMIT IS NOT TRANSFERRABLE FROM PERSON TO PERSON OR FROM PLACE TO PLACE.
NO PART OF THE SYSTEM SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE
SANITARIAN.
SPECIFICATION AND REQUIREMENTS AS STATED IN THIS PERMIT MUST BE MET AND ANY CHANGES MUST
BE APPROVED BY THE TOWN SANITARIAN BEFORE FINAL APPROVAL WILL BE GIVEN.
THIS PERMIT SHALL NOT BE CONSTRUED AS PERMISSION TO CREATE A NUISANCE CONDITION NOR IS
THIS SYSTEM GUARANTEED BY THE HEALTH DEPARTMENT.
}j
Signature of Applicant &License Number I 'I "KPermitReceivedbyx\\\:\f\'\‘;\i\Xx?OQilLIQJe;Date IO ‘I U I b ‘
For Office Use Only
Permit issued by Date
System installed by
Final Inspection Approval Date
'7 “
Information to be supplied by Applicant:
Type of dweiiing ’€R ..If non-residentiai,estimated daily flow
Residential,Commerciall Etc.
Numberofbedrooms Size oflot
Number of fixtures above basement Tubs,Sinks,Toilets,Etc.
Number of fixtures in basement,ifany Pumpedorgravitytlow,
Type of watersupply .If private,typesofwell
SEP—82—2BB4 84:12 PM EQ$TERNNQTERPUDFIHG 86B 8?1 6838 P.82
i !\I h?!M“fnmk 135421115
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AS-BUILT PLAN -DATE q &0L!
lutallu‘s Nam.-
Llcunn Numbu
Lncatlon 'I S L;K
Town go A W QnunNummrIndSun:
Now Septic Syuem
Rnpair of Existing Syuum
$
Draft a subsmnually carract scale drawing with progarty bcundan‘es showing separation distance:cf aaptic syaum installnxian.
Inc£uda all Ofthe foHowing information to provide an a¢¢uram recard of th:entira system [ccaiiom
at least twa sidas of the building nearest {ha systam.septlc tank.dlstn'bullon boxea.{ranch ends.dry wells.gallaries.pO‘iblawatersupplyweHa.and any amer features affecting the sy:tem and It:Iocatlon.Also indicale (he septic tank size andleachfieldcomposilian.Le.A‘x 1‘trenchea,a'x 10'dry walla.ate.
m
{l Paint #1 I #2
lDislanca fran'l Corner ”A“5H ’6'l £6,5‘
Distanca from Comer '6'I D’0"l I
.Distanca lmm “C'
lDiitan_fr ""
Revlsad Dig?c:\iiles\haalth\chan:wai2.wk4
show leachlng ayatem rusnrve area and curtain drains.as neudsd.
Show North wlth arrow.
LRC A
g e w H4 I 91 ,30-!»\
\R '2;”fél 3!g;w 3é\\g 3 w {M l 3}Q,3m.
\I?“f .m 33F;L:r f;‘{A a y’N.em:13’5“f ‘ig
nip ~LM 35 _,,g 2.5‘
g1 n‘gL 3 7 a ?5 t 5"
\F‘B 'V"
\
/0 ”l éVa
‘\J O /}L/’L
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NOTES SOUTH WINDSOR “AL TH DEPARTMENT
LOCATION ‘Vii Maniti4
OWNER
L—TYPE OF WORK ”’5‘”‘DATE ivvlLva}PERMIT PIPE
INSTALLER .Wm:Mam-{5;é’rM‘Esm3
INSPECI'OR DRAWN BY
INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM
OWNER Gwu},/'«/a¢m>/LOCATION [3“70 ”44"?fi¢
PERCOLATION TESTS:(Record all tests)-é~o J SOIL MOISTURE:
DATE (high,med,‘etc)
TABULATION OF TEST RESULTS
Hole Location Depth Presoak Minimum Percolation Rate
(inches)Em)ml—insJInch 1
l
2.
3.
4
OBSERVATION PITS:(Record all pits)ii -'é ‘0 3 Ground Water Table:
(Date)(Near Belo Max)
V V
TEST READINGS
HOLE #1 HOLE #2 HOLE #3 HOLE #4
Time Reading Time Reading Time Reading"‘Time ReadingWL4
10 Z}
[0'9]:2£(#44!)
SOIL DESCRIPTIONS
PITA PITB Prrc rw PITD
0’S'l/1 Wtd wurj¢
jun“!
f 71 ‘vwt cl fv'wui
‘(y Mour
0"5‘i/l Mt J -éivr)’;
)awJ,
fw/z‘é 6%Md fRM/d,
moi;"/wi’é ‘
6"é J UHV5",e ’iwd cow/k fmJ'
e»M Mi imd’waif f
nll‘llulu l
Underlying tight soil (less than 4 &)Other
CONCLUSION
Suitable for sewage disposal etest during wet season
Unsuitable for sewage disposal Engineer’s plan required
Additional investigation required
DESIGN RECOMMENDATIONS
TitleInvestigatedby
Contirmed/Witnessed by Title
Comments:
ElevationBenchmarklocation
town nunnger/molloyidepmla 99/investigntion for sewage disposal system
R
Pit Location
A.
Depth w GroundWater at SoilMottlin
B.
C.
D.
SPECIAL CONDITIONS i
System design larger than 2,000 Water Supply watershed
High ground water (less than 4 m Possible seasonal high ground water
Watercourse,marsh or pond Possible seasonal flooding
Limited suitable area Slope over 15%
Marginal soil (30-60 ruins/inch)Shallow ledge (less than 7 n)
NOTES
1. Property lines, dimensions, limits of wetlands soil, and miscellaneous information taken
from Class A-2 survey map entitled "Site Plan for Rose Mulka, 1540 Main Street, South
Windsor, Connecticut, Scale: 1" = 40', August 1995, Latest Revision Date (#6): March 13,
2003" by Neriani Surveying, Avon, Ct.
2. Locations of proposed house, soil tests, spot elevations, existing driveway, existing fence,
existing well on adjacent property and miscellaneous information taken from field Survey
(May 2003) and worksheet prepared by Neriani Surveying, Avon, Ct.
3. This plan is schematic; Adjustments of the locations and elevations of the house and septic
system may be necessary to conform to field conditions. Any changes in the design (if
required) must be approved by both the Design Engineer and the South Windsor Sanitarian.
4. All construction methods and materials shall conform to the regulations and requirements of
the Town of South Windsor and the Connecticut Public Health Code Technical Standards.
5. No subsurface investigations were made other than those indicated. Subsurface problems
are the responsibility of the Owner. The exact locations of any underground utilities are
unknown and are the responsibility of the Contractor and/or Owner should any be
encountered during construction. The Contractor shall utilize the "Call Before You Dig
Number" (1-800-922-4455) prior to the start of construction.
6. The septic system is for sanitary sewage disposal only. All stormwater runoff, cooling
water, subsurface drainage, hazardous wastes, etc., shall be excluded from the septic system.
7. The septic system shall not be constructed under wet conditions.
8. Provide proper grading on site to divert surface stormwater runoff away from the house and
septic system.
9. The Owner or Contractor shall be responsible for obtaining all necessary permits and
approvals prior to I he start of construction.
SEPTIC SYSTEM DESIGN DATA
1. Number of bedrooms in proposed house = 4 bedrooms
2. Septic tank size required (precast concrete, two -compartment) = 1250 gallons
,,.� _ ..�Uieiof ,,,..o6ii =Less uIaT: I.�r ml.,iin
4. Effective leaching area required = 660 sq. ft.
5. Linear feet of 12"-high by 4'-wide by 8'-long precast concrete = 112 11
leaching chambers required (5.9 sf / If)
6. Linear feet of 12"-high by 4'-wide by 8'-long precast concrete = 112 Lf. (14 units)
leaching chambers proposed
(Two 56'-long rows of 7 units each, 15' minimum on center,
HS-10 loading)
NOTES:
No large capacity (100 gallons or greater) whirlpool or spa is proposed.
2. Oil tank(s) will be located in house basement.
3. If a garbage disposal will be installed in the proposed house, it is recommended
that the septic tank size be increased by a minimum of 250 gallons.
4. No fixtures are proposed in house basement.
5. Minimum Leaching System Spread (MLSS) need not be considered (Restrictive
Layer is greater ihan 60" beiow existing ground surface).
SOIL TESTS
(Conducted by Robert Diptulla, R.F., May, 2003)
Test Pit "A"
0 - 5.5'
Medium -coarse sand
5.5 - 6.5'
Medium sand, moist at 6'
Test Pit "B"
0 - 5.5'
Medium -coarse sand
5.5 - 6.5'
Medium sand, moist at 6'
Test Pit "C"
(Reserve Area)
0 - 6"
Litter and dark topsoil
6" - 6.0'
Medium -coarse sand
6.0 - 6.5'
Medium sand, moist at 6'
EXISTING
WELL
1250 GALLON PRECAST CONCRETE
SEPTIC TANK, TWO -COMPARTMENT
TOP OF TANK = 67.25
INLET FL = 66.25
OUTLET FL = 66.00
PR❑VIDE 6' MINIMUM COVER
OVER TOP OF TANK,
S 50°49'50' E
290.20 FT
\ TYPICAL 4"0 SDR-35 PVC PIPE N GRADE TO DRAIN PROPOSED
Ti WELL
PROPOSED SEPTIC SYSTEM o _
AS STAKED -OUT BY SURVEYD
66.5061
66 -
"A" TYP nA,,
!I t
66 00
�e•��5� I TY 25' J PROPOSED
5o�r I GARAGE
`�� , : I I- -I ! e`� MIN
67.5FL
0-., FF = 71.50 FLOOR=
TF = 70.50 I 00 Cd 66.00
EXIST
BF = 62.50
68.01 Q I I I I Loy I I 30'
w l l I I
EI EV
W I1 �0 a I I I I 66.50 �. 26'
oj Imo-
RESERVE ( I I I I �� _-
o AREA
FOUNDATIOI,I01 I
v I{ I I I I DRAIN
Z I FL=61.50 -
I I I I I
I I I 15
MIN 68
O.C.
EX ST. ELEV.
PROVIDE 12" MINIMUM _ J 66.38
OF 1 "-DIAMETER STONE ON
SIDES OF UNITS AND 64 \
ENDS OF UNITS TYPICAL.
N'
(U 1 -
+i o EXISTING
\17 N 51046'59' W FENCE
101.93 FT FOUNDATI❑N
k I DRAIN
I OUTLET PIPE.
DISTRIBUTION D)X
NE FL IN=65.80 -'
NW+St 1-Ls GA, i=65.70 `` / I k OUTLET
I TO GRADE
//
2-56'-LONG ROWS OF 12"-HIGH BY 4'-WID1- BY 8'-LONG I ,l
PRECAST CONCRETE LEACHING CHAMBERS (7 UNITS PER ROW)
USE RICHARDS "LO-PRO" OR EQUAL (HS-10 LOADING) SEE DETAILS.
EXISTING GHROUND = f67.0-66.50f �
TOP OF UNITS = 66.00 TYPICAL �� s
FLOWLINE = 65.50 TYPICAL
BOTTOM OF UNITS = 65.00 TYPICAL
NOTE: ALL UNITS TO BE LEVEL AND EQUAL IN ELEVATION. ,� k
DO NOT CONSTRUCT SEPTIC SYSTEM UNDER VVE-T CONDITIONS. N �!
PROVIDE 6" MINIMUM COVER OVER TOP OF UNITS. m
CU lt.i
� In /11
Z ro
L40'-4'a, SCHEDULE 40 PVC PRESSURE
WATER. PIPE (OR APPROVED EQUAL) AT
Y4' PER FOOT MINIMUM PITCH, PR❑VIDE
6' MINIMUM COVER OVER TOP ❑F PIPE.
N 50°51'22' W
19.42 FT
S 51°46'49' E
n R=75' MINIMUM
c
D
STA 5(IR)
EXISTIN
Eta
63.33
PROPOSED
DRIVEWAY
Ir` 6
NZ�Ge
�2• p2�'�
4j
460.83 FT
\ HENCH MAhJkK
HUB IN GROUND
ELEV = 65.25
LIMIT OF
WETLANDS S❑IL
•- N
68 15'MIN
6 6 - o.I
+I 0 C
LOAM, SEED, & MULCH
DISTURBED AI;EAS
AS DIRECTED
12"-HIGH BY 4'-WIDE BY 8'-LONG
PRECAST CONCRETE LEACHING
CHAMBER (RICHARD'S "LO-PRO"
OR EQUAL).
Wt
- -C -
- -
BUILDING ENVELOPE
DEPTH:
12 in
LENGTH:
96 in
WIDTH:
48in
INLET:
6 in
TOP:
4 in
SIDES:
3 in
Reinforced with
#3 rebar.
Heavy duty loading available
TOt' VIEW
4' KNOCKOUT INSPECTION
(BOTH ENDS) COVER
END VIEW � � SIUF VIEW
TRENCH/BED
INTERCONNECTS
ALSO FOR FORKLIFT
HANDLING
GROUND
TOP OF UNITS 66.00 TYP.
12,
--BOTTOM OF UNITS 65.00 TYP.
TYPICAL 12'-HIGH
LEACHING CHAMBER
3EE DETAILS
CROSS-SECTION "A -A"
SCALE: HORZ: 1 "= �O'
VERT: 1 "=2'
F- SUITA3LE CLEAN FILL
C 1:7 FDTl r CVCTI- N A
1" DIAMETER BROKEN
STONE OR SCREENED
GRAVEL
KEEP UNITS AND ROWS
LEVEL. SEE PLAN FOR
ELEVATIONS.
SCARIFY BOTTOM AND
SIDES OF TRENCH.
11FTAII
DO NOT CONSTRUCT SroTIC SYSTEM