HomeMy WebLinkAboutDrain Layers Permit South Satellite Road (3) # sh MU
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TOWN OF SOUTH WI N DSOR
DEPARTMENT OF PUBLIC WORKS
BUREAU OF POLLUTION CONTROL
DRAIN LAYER'S PERMITa, 4605
19
Pursuant to written application, permission is hereby granted to/the Lic'ensed Drain Layer
named herein to perform the work indicated below at
/,
at premises owned by f%� j i iV address is
and to
Lay House Drain, Repair House Drain, Lay Main, Other ,
for occupancy or use, with
Family Units, with acres.
Type of Sewage to be connected under this permit: SANITARY SEWAGE ( ), INDUSTRIAL
WASTES ( }, OR ( ) Connection will be made with
Show sketch of proposed work or furnish two (2) copies of separate drawings.
� U Tim
SPECIAL CONDITIONS
Desired Starting Date Estimated Time for Completion
Permit to be issued to
the holder of Drain Layer's License No.,,2 c j/,6�5 Permit will expire thirty (30) days
after date of issuance. The undersigned Drain Layer hereby agrees to all the terms and
conditions set forth in the permit and the reverse side thereof. Applicant has received
Town Permit No. and/or CHD Permit No.
Signed
Licensed Dz in Layer
The above named Drain Layer has a valid license issued by the State of Connecticut and
has filed a satisfactory bond and insurance policy in the name of the Town of South Windsor:
7 ,
3/ 7
Engineering DepartmeV Date
Connection Charge Paid Permit Fee: Paid $
i
-- Check Number J _�
l
Issued by
Tax cif ice
INSPECTION
Date work started Date completed
Sufficient notification received: Yes No
Special Conditions
APPROVED:
Inspector Date
62 — 204 --- - - -- — -
PRECAST METROPOLITAN DISTRICT
TYPE = MANHOLE STAND ARDSRPLAN
g
i 5-1/4-1#
—..•�i[SERIAL 0.15902 DATE
FLARE OUT ENDS LAST 2
A :;y A _ PORTION OF STRAP ENCASED
i IN MASONRY SHALL BE
COATED WITH SITUMASTIC
„ 47/$'RAa OR ZINC CHROMATE PAINT
r• :; 22 MIN.
31V DiA. ALUMINUM STRAP
%•'�' (6061 T6 ALUM.)
n
• y,,• Off, -
B SET TOP OF PIPE ° a
TO SERVE AS •''d.r
SECTION C—C BAFFLE
I I•� ' �5 !/2"
ONNECTION OF PIPES TO MANHOLE WALL �__ I
TO BE MADE WITH BRICK OR CONCRETE 1 tPIPE 14"x10" FORGED ALUMINUM
MASONRY, OR AN ELASTOMERIC TYPE OF I I SAFETY RUNG MANHOLE
SEAL APPROVED BY THE ENGINEER. STEPS 16 O.0
if.f, i•
MDC "STANDARD FRAME 8 REMOVE PORTION OF DROP STEP DETAIL
COVER"OR AS SPECIFIED PIPE TO CONNECTAS SHOWN
TOP STEP TO BE -BAFFLE DETAIL
4"BELOW FRAME BRICK VARIES FROM 6��TO 18"
REINFORCED CONCRETE MANHOLE
SECTIONS CONFORMING TO A.S.T.M :' ' �A.
'R C478 WTTN"D" RING JOINTS CON- ,`•
P.
FORMING TO AS.T.M C443 r 3'0" o
a' fr s•
ECCENTRIC PRECAST REINFORCED
MH CONE
r SEE BAFFLE •;a MIK
DETAIL
fLU, LAY PIPE TO UNDISTURBED SOIL
aV' t� t (�l�b OR 10" SEWER, CAP END IF
BRICK OR r ••- ORDERED ;; `, c
CONCRETE
WATER _-_. ;•_, 3/8 DiA. ALUMINUM PIPE STRAPS, '
TABLE ; ` SET AS ORDERED c o
1 8° ASBESTOS-CEMENT OR PLASTIC
Id, MAXI a \PIPE 9 90' BEND AS ORDERED
�? Flu EXCAVATED SPACE OUTSIDE }'
MANHOLE 8 UNCER PIPE WITH t'I r "LO IAi
o (0� A CONCRETE OR MASONRY FOR
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a d L....i�P-o.b. f_.e ,4.6': �' .o..�I�• i 1.•:c iY;-i yo. �di
A WIDTH OF 6 _ EACH SIDE OF PIPE
o a o a MIN. WIDTH 22,
SECTION A-A 6" OF 3/4" CRUSHED STONE,-"'
TONE SECTION B-B
FOUNDATION
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