HomeMy WebLinkAboutLat_18042EdithAvenueWASHINGTON COUNTY SANIT `" SANITARY SEWER LATERAL DISTRICT CONSTRUCTION REPORT
WASHINGTON COUNTY, MD.
Project: 5DIl`i
Street (or location): F -bill LiG
Contractor: Cu..D u ) L=yGm.,;nr+cT� S
Date Installed
WYE SIZE -
TYPE PIPE
„ ,, _'% I it
NOTES:
TYPE I DEPTH
C. 0. C.O.
ktFk..FLLA 1 6'
MH I23$ TO MH 1766
Wye Sta. On Main Otil Lr
Lot # 1 6
TYPE EXCAVATION LAYING LENGTH
LATERAL LENGTH _
STPD.
Depth of Cleanout (-,' ,rf % at Flow Line
Cleanout �4 ` Fro m'4.oFMa...
Layed at 2910
NIA_ Basement Service
M H # 105B
counts pertaining to work completed this
11 W D INSPECTOR
WASHINGTON COUNTY R
SANITARY DISTRICT
Horiz. = Total
6��
Slope + Horiz - otaI
of 6Z LT
M H # IZE6
period, reviewed and approved.
CONTRACTORS REPRESENTATIVE
EVIS04 CATEs I SANITARY SEWER (DOUBLE)
LATERAL' SHEETS _ 5.
1.
t PERMIT 1254 COMPLETED
WASHINGTON COUNTY ENGINEERING DEPT.
County Administration Building
100 W. Washington Street, Room 334
Hagerstown, Maryland 21740-4727
(301) 791-3133
PERMIT TO CONNECT TO PUBLIC WATER/SEWER SYSTEM
PRJ95-0402
Permit Type: SANITARY SEWER PERMIT Permit No: SAN95-0027
Application Date: 04/03/1995 Expiration Date: 03/28/1996
Sanitary No: Subdistrict No: 15
Sanitary Name: MAUGANSVILLE/ORCHARD HILLS
Permission is hereby given to:
Property Owner: BREWER HEIGHTS INC
13815 MAUGANSVILLE RD
MAUGANSVILLE , MD 21767
For property located:
18042 EDITH
AVENUE HN
Lot No: 15 Subd: BREWER
HEIGHTS
Phase: Sect:
WCSD Dist/Coll System:
$
.00
Lateral W/Mainline (Y/N): Y
WCSD Ready to Serve:
$
700.00
Residential EDU's: 1
WCSD
$
.00
Commercial EDU's:
/0""'ity of HAGERSTOWN
$
1,500.00
Gal/Day Allocation:
TOTAL FEE DUE:
$
2,200.00
Utility No:
TOTAL PAYMENTS:
$
2,200.00
BALANCE DUE:
$
.00
Comments:
*************************************************************************
When connecting to a public water/sewer system, the installation of the
connection and the abandonment of the previous private system shall
conform with the provisions of Maryland State laws and the Washington
County Sanitary District.
This permit es not supercede any local ordinance that is in effect
with a ro d excavations, plumbing permits, etc. ALL OTHER
PE E LOCAL, MUST BE OBTAINED BY THE PROPERTY OWNER AND
A ES B Y CONNECTED THEREWITH REMAINS WITH THE PROPERTY OWNER.
Si ature �— Date
INSPECTION: AT LEAST 48 HOURS NOTICE IS REQUESTED PRIOR TO INSPECTION.
ON -S EXIn;rSen will be made by Washington Co. Plumbing Inspector
h
(3%7F
Plumbing Ins ector Inspection Date
OFF SITE INSPECTION (In Public Rights of Way & Easements) by Washington
O,Gounty Sanitary District. Phone: (301).23-9416
WCSD Inspector (Lateral) R'c—tion Date
=259W� 'Yn tion Date
WCSD Inspector (Connection)
WM NMN CO.
e
P, "ject No:
ACti71ty �Jc:
oArmit Type:
Job Add L'
I,oCat ion s
Parcel No:
Zoning Dist:
t'RJ95-.,432
95-1523
HES -NE:d
5-93-82 1P,@42 EDITH AVENUE
024-33-@5ti2-03015
HI HIGHWAY INTERCHANGE
Applicant: HEI�JTZELMAN CHARLES
314 KINGSWOOD TERRACE
HAGERSTO'WN, MO
21742
Owner: BREWER HEIGHTS INC
Contractor: HEINTZELMAN CHARLES
Applied: Ma 17, 199
App y.^,ve::
Phone Number: 301_-733-5753
Description:
1 STORY DEMI-DETACHED DWELLING,CRAWL SPACE,COVERED
P0R.CH
BREWER HEIGHTS,LOT 15
W
Valuation: 37,000.00
Foundation Size: 24X35.5
Type of Heat...: HEAT PUMP
Public Sewer...: Y
Public Water...: Y
Gas .............
New Baths: 1
SETBACKS
I.ot Tract Area
Lot Area Per Family
Front Yard Setback
Rear Yard Setback
Left Side Setback
Right Side Setback
Lot Width
301-1
Construction Types SEMI
Exterior Finish.:
Air Condittoning:
S }+
VINYL SIDINj
v
Time Pxisted..:���-LP
Well.............
Time. Existed..: IJ VYIC�=
Proposed
6,767 SQ FT
5,757 SQ FT
30.00
113.00
.00
14.00
35.00
A
New Bedrooms: 002
Minimum by Ordinance
5, 000 SQ FT
5,000 SQ FT E C E I'"
25.00 y,
40.00
.00 NE 17 KM q
10.00
35 . 0 0 WASHINGTON CO. j
The signature below by the reviewer is an indication that the applicant
has signed the permit application signature sheet and thereby agrees to
per�lrm the work in acr.ordanbe'with the conditions of this permit.
REVIEWED BY:
<„ SAN. SEWER....
W.C.S.D. PLAT N0. pp�p T c' .r`"{'1'LLc
1 f. L 802. F. 760 319 � t.
RESFAT AREA 496
c;
1.13 Ac,:!- r7 j 1
` PRAINAGE
I NA
Ea6EMENT CORNER FENC;
I 1 ' 9t POST FOUN&
-:GE I1
IT r -•
1 co 700
r
No ??{ 7 �o �•`�\ A`. 1A 00• 5/8" REBAR
d F ^z ,..1... AP (SET) TYP
(TLP p .y f10) 6 DO :j k
,v B.S.L. z �
Z
—I B.S.L. N = C(TLP.) ofrn O
\
lz z I I ACCESS EASEMf
z REFORESTATION
3
IN I
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to oOD
�e 16 co
C, I Ip I p I` k./ co
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M/GORED i
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00
I°i Imo, w \\ C_8 8� 7�,
\\J'
14 J ASSp"
2 I
C-,1 m w 84'55'30" E\ 158.82 ,K, x
C-6
35.00_ X35.00• .86' 60'-- II \ ! • •'�`r T
323.98' C-13 .9 C-5 l \ A >\
13 �i` p0
UTILITY EASEMENT`
EDITH AVENUE .. _ c-4 s 7577
52"
C_1 C-2 76.2 79.
415.6 3' / \ `
x.00' 35.00 35.00' 35. 35.00' s 12
A 0.87'
IK
9.S.L.
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