Evening star. [volume] (Washington, D.C.) 1854-1972, 1884-07-09
THE NEW SEWERS.
Streets which are To be Renef;ted ,
the Recent .ApproDriati0n.

I
Streets which are To be Benefited BY
! the Recent Appropriation.
TIE SCHEDULE OF THE PROPOSED IMPROVEMENTS
| fksrARkD BIZ TIE DISTRICT CONSEQUENTLY
| TEEN NILES OF PIPE AND BRICK SEWERS To RE-
LAID IN DIFFERENT PANTS OF THE CITY, &C.
| The schedule or Specifications Of the sewers to be
/ constructed under the recent APPROPRIATION Of
s0OO to complete the sewer system OF the District
/ has been prepared by the DIS rict Commissioners
summary OF this schedule shows that so Pa feet
or over Is miles OF new sewers are provided for Of
which $3.50 feet will be laid In the northwest sec
tion, 1'l6 feet in the southwest section aOO23 feet
IN 'he northeast section. and 1855 feet southeast
section In addition 1000 feet o; trap connections
are TO be made. The following shows the streets in
| which the new sewers viii be laid.
in we o pipe sewers average depth Of exca-
NtO n. w. $50 feet; northeast H. from LIST TO I'd
alley 800 feet; g, from 1st to alley 400 feet south
east Z Sc. from crossing 10 IT. IS feet: 12th
nom to b. $50 feet; connection with traps 500
feet: total. 3 265 feet.
Filteen,ineh pine sewers, average depth of exca-
from 10 X, 800 feet r. l. ave. from 18th to alley
20 feet X, from crossing at I2sh. 70 feet: F. from H.
Cap to LIST, % feet; southwest 9Th from 70 D. $40
Ieet: northeast 4th. from to B, $50 feet 3D. from
10 ND ave-. laO feet: southeast. Penn. ave. from
9Th TO 9Th. 3a); overflow. Sth and g, 100: b. from
crossing at 10Th, 60: l2th, from A to b. 52O total
32i5 feet. ' >''
Elghieen-nch pipe sewers average depth OF
Sl.
go v from 1iih 10 18th. 1oO L from 14th TO 18Th,
ITO: from llth to 18TH rs: r. l. ave- crossing at
18th. 20, from VI. ave- to l2th 26O frn.a Vt ave
TO 18th. go; G from " j. alley SEQ; from
n j. ave. to alley. 275. Southwestern from 10
lSt alley. 40 NOrIheaSt-H from OyerflOWS 15O-
i'h from 10 {. $50; Sd from Md ave. to Mass ave,
~ Southsast.C from Ga 10 9TH, $50; 1st from G
to Carroll. 800 Total. 1886 feet.
TWenty-One inch pipe sewers. average depth OF
excavation II feet Inches Northwestern from
I'm TO- 18th: 20 r. ave. crossing at 10Th, 80.
side l3Ih TO alley AS: U. from east side 18th to
alley 80 r. from 1o TO 18th, 100 n. from a1st to
a.ass. ave to alley $50 NorIheast-k. from list to
De-. ave. 40 H. from y. Cap 10 1st east. 2s5; G.
from \. Cap. to alley, 445; Sd, from crossing to
Mass ave. 100: f. cap. from 9Th to 10th, as Mass
ave. rro", 90 10 Atm 40 soulheastNB. from 10th
TO nh 30 G. rom nth 10 1ah sO5; d, from cross
Ing To IN. %. Tota.. $500 feet.
1wenIy-four inch pe-sewers: average depth of
! excavation II FEET 6 inches: Northwest-N. from
ssd 10 Jolt sewer 200: l5th from to V, 400: Mon
Toe from 10th TO l1th. 600; r. l. ave- from l4th to
18th, 40 r. n. s., from 14th to 18th. 400: Va.
ave, from ooh TO 21st. 30: w from 11ih to 1sth,
ave. 200; y. j. ave. from X IL N Y. ave. 900
southwestern. from TO f, $50 Northwest-F,
from MasS ave TO n Cap, so; f. Cap. from s!h to
9Th, 400. Northeast-ad. rom Mass. ave. to f, no.
Mass ave, from 2d TO 81. 40 SOutheast-B. from
crossing at II ih 20: c. from eth to ssh, $780, D. from
feet.
Two by three brick sewers; average depth of
excavation II 1eet inches: NOrthwest-W. from
10th 10 alley 49, T. from 10Th to alley west OF 18th
go T. from 1lth to 12t H. 2S5; q, from 18th 12th
$50. Northeast-k, from LIST to alley, 400; H. from
$50 southeast-C. irom crossing at sth, 75 D, from
crossing at sIh. 20. Total, 1855 feet
- o oS s. brick sewers average depth Of eSea
to 2lst. $50; Va from 18th GOTH $40: Boun-
dairy. from V to W. $50; W. from Boundary to 10th,
ESQ T. from 10th TO nth. SOC; G, from 10th to 11th
$40 SouthWest-9th from I'd Alley S. OF d to E.
ia, g5h: from E TO Water, 1880: Sd. from TO F,
40 IL, from I'd to 81, 40. Nertheast-K. from n.
81 IN M. Or
southeast-1eth, from to G. $40: II b. from E
crossing at E Cap. 1OO c. from sth to 9th, $50 d,
10. a65 feet.
$50 by : IS, brick sewers. northwest, 18th, from
TO l, go X l. ave, from 18th to 10th, 675; Boun-
Diary. irdln Sth TO 9Th a.5: southeast 1ath from D
to F: 40 Total, l,sio feet.
walton - feet 3inches. Northwest. 10th, from to
n l,25O; \, from 10Th to 11th $50; 10th, from X.
aoe,h TO e l5o; r southwest g. from 90 to 3D. 49,
9Th from TO f. go: 18th, 2,s15 Total 6.16O feet
80 ny As. brick sewers average depth OF excava-
ton, IL leet inches. Northeas.. 9TH. from to E.
Cap, $50; northwest. B, from 18th 10 90 h, 400: Va
to- s n Sh TO ls9 G 3 m St eth 4 from
LIST to 2d. 420. Total. 3.305 feet.
32o py q 81 brick sewers, average depth of exca-
vation % feet inches Northwest. B, from 18th to
18TH $50; s0GthweS F. from 2d to 3d. ESQ., H. from
Isl To Canal. i2S; southeast, n. j. ave, NJ to n
5i5; northeast, 7th from c to a, $50; total, 3143
$50 by sos brick sewers, average depth of eyca-
Walton IA ieet. Northwest, 7, from Sth to 10th,
900; 10th, from 10 r, ATS; southwest. T. from list
TO 2d. 400; g. from ISt TO Canal $50: northeast F.
from 9TH TO Sth 355; 9TH. from 10 MD ave, 400
southeast from 9th to 18th. 1.41O total 4s7O feet
3.5 bv 3,62 brick sewers, average depth OF exca-
walton IA feet inches Northwest, 18th, from to
u. $50: 18th, from Va. ave. to B, $50; SOut Invest
+, from LIST 10 Canal S2S southeast, n. j. ave. from
to outlet, 600; total, ais feet.
40 by 60 brick sewers, average depth of eycava-
ton II feet inches. Northwest, 18th from @ to s.
1.uc) q from 18th TO 11th. 1120 northeast F. from
All To 9Th, LIS; total. 3.41S feet.
As by 6-15 brick sewers. average depth OF exca-
WALTON ID feet. northeast +, from Sd TO 4th 400
D % by 3-S7 brick sewers, average depth OF exca.
Walton II I,et northwest Il, frOm I7Lh to 18TH 800
s. by 8 p brick sewers northwest @, from nth
10 22d 29Jj; depth of excavation, 900 feet 49, to
20 00 feet 264 TO 3s.o 100 feet, 375 to 50 B. 600
feet. 32.3 10 232.
4 % diane er brick sewer. average depth Of exca.
Walton IA ieet northwest connection, corner 10th
and r. 80 Geet.
So 10y 1875 brick sewer, average depth OF exca-
Walton 20 Ieet, northeast ., from Boundary to list
east, 2l1Q.
Provision is made for completing work on the
northeast Boundary sewer as follows From eth
street west to 1et west. $500 feet. 65 by as from
Isl west 20 q. 2625 feet, los by 1875 from 5, reef
10 e,t OF arch between 9th and 1Lh northeast 1000
IL Of