HomeMy WebLinkAboutLat_18040EdithAvenueVVAZ1 H INUTON COUNTY SAND' —Y DISTRICT "
WASHINGTON COUNTY, MD. SANITARY SEWER LATERAL
CONSTRUCTION REPORT
Project: 5D1- i
Street (or location): } p.►� p 4/' .
Contractor: C�rc�2c�,fl u
Date Installed % 1 %SLI
WYE SIZE - �TY�PE�D`ffPTHTYPE PIPE
1161c6 6 u5�2-'�b-DJc.. 6"
NOTES:
6;
MH /03$ TO MH IZ66
Wye Sta. On Main _ at6Z 4;-r
Lot # I -5J16
TYPE EXCAVATION
LATERAL 1 LENGTH I LAYING LENGTH
Depth of Cleanout_ at Flow Line
Cleanout C 4' From 'E of ho ,.
Layed at Zgiu
- NIA Basement Service
MH # 1a3S
Horiz. = Total
STPD. 6 Q'
)ROP Slope t Horiz - otal
o+ bZ LT
M H # IZ66
Amounts pertaining to work completed this period, reviewed and approved.,
BY
W D INSPECTOR
CONTRACTORS REPRESENTATIVE
WASHINGTON COUNTY REVISION CIATES SANITARY SEWER (DOUBLE)
SANITARY DISTRICT LATERAL SHEET
IV. V 400-58 S -57
PERMIT 1255 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
PRJ95-0404
Permit Type: SANITARY SEWER PERMIT Permit No: SAN95-0028
Application Date: 04/04/1995 Expiration Date: 03/29/1996
Sanitary No: Subdistrict No: 150
Sanitary Name: MAUGANSVILLE/ORCHARD HILLS
Permission is hereby given to:
Property Owner: BREWER HEIGHTS INC
13815 MAUGANSVILLE RD
MAUGANSVILLE , MD 21767
For property located:
18040 EDITH
AVENUE HN
Lot No: 16 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
$
.00
Commercial EDU's:
A"VCSD
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 does not supercede any local ordinance that is in effect
with ga o road excavations, plumbing permits, etc. ALL OTHER
PE , ST TE ND LOCAL, MUST BE OBTAINED BY THE PROPERTY OWNER AND
A L ES 0 I LITY CONNECTED THEREWITH REMAINS WITH THE PROPERTY OWNER.
�& !�Z-6 - rs
S at Date
INSPECTION: AT LEAST 48 HOURS NOTICE IS REQUESTED PRIOR TO INSPECTION.
ON -S E In pection w'11 be made by Washington Plumbing Inspector
Pho 3
-cam ��-
Plumbing Inspector Inspection Date
OFF SITE INSPECTION (In Public Rights of Way & Easements) by Washington
bounty Sanitary District. Phone: t31al-a- ?'-94-16 ,.
WCSD Inspector (Lateral)
WCSD Inspector (Connection) IRF
ispection Date
pspection Date
00,11,
Prulect No: P9J45-0404
Activit^ No: 95-1528
Permit Te. RES - NE::
Job Address:
Location: 5-93-82 IR040 EDITH AVENUE
Parcel Ido: 024-03-0562-00016
Zoning Dist: HI HIGHWAY INTERCHANGE
Applicant: HEINTZELMAN c,HARLES
314 KINGSWOOD TERRACE
HAGERSTOWN, MD
2 1 7 4 2
Owner: BREWER HEIGHTS INC
Contractor: HEINTZELMAN CHARLES
b1Z
Status t'hP71;1.
TN;;
App;ad: Mar 17, 1995
Appravad:
Phone Number: 301-734-5750
Description:
1 STORY SEMI-DETACHED DWELLING,CRAWL SPACE,COVERED
FRONT PORCH
BREWER HEIGHTS,LOT 16
0
Valuation: 35,000.00
Foundation Size: 24X35.5
Type of Heat...: HEAT PUMP
Public Sewer...: Y
Public Water...: Y
Gas.............
Electric,.,....., Y
New Baths: 1
301-739-5750
Ty%, Initial
Construction Type: SEM
Exterior Finish.:
Air Conditioning:
septic..........:
Time Rxisted..:
VINYL SIDI
4
Well ............: (D��
Time Existed..: 1/
SETBACKS
Proposed
Lot Tract
Area
11,339 SQ FT
Lot Area Per
Family
11,339 SQ FT
Front Yard
Setback
30.00
Rear Yard
Setback
105.00
Left Side
Setback
15.00
Right Side
Setback
_ .00
Lot Width
38.00
(_IMt,-
New Bedrooms: 002 hili � 7DU.00R- )
Mtntmum by Ordinance; I-=
5,000 SQ FT
5,000 SQ FT
25 . 00 I WR 17 f ', ,
40.00
10 . 00 WASHINGTON Co
•
00 ANITARY DISTRICT
35.00
The signature below by the .reviewer is an tndtration that the appltrant
has signed the permit he
signature sheet and thereby agrees to
pe#fw rm the work in accordance'with the conditions of th1r, permtt..
REVIEWED RY:
30' SAN. SEWER EAW
�EASEMENT
W. C.S.D. PLAT N0. 100-10-319
L 802
'
, F. 760
)RES AT10Ni
AREA
y! 964•
1.13 Ac.t (r t A
Y"
20' RA I NAGE \
I E�MENT
CORNER FENC:
I I I 9r
AGE POST FOUND;
I (� ,� .
'4T
Z co
!i 70
J,) X00' 5/8" REBAR
�\\ R CAP (SET) TYP
N s22 Q�, j �� • "y L.Z (TYP p ;; ^. Q 6.OOIzo
o
_ I B.S.L. TY o to \� % t\/ q� \
Y(459 � I f�� T N Fi /
I
lz lz�Q,` \ �0R' rn ACCESS EASEME
i o o Z O I I 18 17 O ja? Ir( . _ /3 REFORESTATION
N I N I
IO p 0 I Oo� 16 �. h
I I I I co I
I� to I
22 21 20 19 I n.�/. 8•S \ =a'�j 1 `'s
S.L. �"4+ � ,�..•.,_.. � A
(TYP.) 10
6 4 �o F
c_ a s
\ J fiA ESQ
C-12 C-6 0 ml 84'55'30" E\ 158.82 ;<;k"<
35.00'• 35.00'. .86" — 60•
323.98 C-13 R C-5
UTILITY13 \ �` ��•
QSEMENT C-4 S
EDITH AVENUE .. c-3 ,7
C / 0 �16.2.79, o
415.63' C-1-2 � • h��
X5.00' 35.00' 35.00' 35. 35.00'
0.87' �� � S 12 � `,•\ � '
(TYP. ) � LOTS 1-8 Q �`siP. ` �R� / •.0�' /
11 F
I Io I I'o I I`n 45 esti \
N ,
Io N to Iv, s �
O I aii I O I I � I I N 1� 10 `' � P. PO ��).
O O (FOUNO) / ti
CIO I c0,
I I I O I I I m ryo/
I o I III I O I' /, cp
(+! I I N I I Q1 O� /
9 S °N'- Co.�/ �P1�, �`o PRIVATE
NON-EXCLUSIVE
'4T *w R/W
46
�4 (iQ%S j IN/(FOUNO
6, 6,4, 1-761 4v
366� Y<�C`,?`r, � J + PIN/2" IRON o