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Home My WebLink AboutLat_13520OldeSaybrookCircle.. ,-�r`.t. WASHINGTON COUNTY SANITARY DISTRICT Elliott Parkway 70/81 Industrial Park Williamsport, Md. 21795 Telephone 301-223-9416 Permit to Connect to Public Water/Sewer System Type of Permit RES SEWER Permit No. 150-1222 Subdistrict Name MAUGANSVILL/OH Issue Date Mainline Contract No. 335 Void Date Building Permit No. 94-3512 Subdistrict No. Permission is hereby given to: Property Owner: -- CARBAUGH of address: 136-- ROYAL RD HAGERSTOWN MD 21742 For property located at: 1-9-1-30 OL treet Address Lot No. Subdiv. FOUNTAINHEAD NORTH Phase Sec. Owner's Agent: W I LBUR & SUSANA CARBAUGH Agent's Address: 13625 ROYAL ROAD Previous Owner: Fees Paid in Full? Lateral with Mainline? YES Date Fees PaidC a\ �.-1�U,�1 Residential EDU'S 1 WCSD Dist./Coll. System Fee $ $1,500 Commercial EDU'S WCSD Ready to Serve Fee $ Gal/Day Allocation 200 WCSD Fee $ Building Number City ofTOW 11< Fee $ $420 Utility Number Total Fee $ $1,920 Remarks OWNER MUST CONTACT THE WCSD CONSTRUCTION DEPARI'h r;iv'i f .: tiuJltiS PRIOR TO CONNECTION. (223-9416) 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 WCSD policy This permit does not supercede any local ordinance that is in effect with regard to road excavations, plumbing permits, etc. ALL OTHER PERMITS, STATE AND LOCAL, MUST BE OBTAINED BY THE PROPERTY OWNER AND ALL RESPONSIBILITY CONNECTED THEREWITH REMAINS WITH THE PROPERTY OWNER. Signed: DANE TEMPLE Date. INSPECTION: At least 48 hours notice prior to requested date is required. ON SITE INSPECTION will be made by: Washington County Plumbing Board 33 W. Washington Street Hagerstown, Md. 21740 Phone: 791-30 Inspection Date: -11-9-94 Plumbing Inspector OFF SITE INSPECTION (in Public Rights of Way and Easements) by WCSD Inspection Date: Inspection Date: Distribution: Permittee WCSD Construction Permits Office WCSD Inspector (Lateral) WCSD Inspector (Connection) City of Hagerstown WCSD O&M Plumbing Board — City of Williamsport WCSD File Plumbing Inspection PRINTERS PRESS/7-92/5286 4 �prLpJect No: PRJ94-1059 J" vity No: 94-3512 Permit Type, RES -NEW Job Address: 19130 OLDE WATERFORD ROAD HN Location: 9-88-184 19130 OLDS WATERFORD ROAD Parcel No: 024-18-11.28-00026 Zoning Dist: RS RESIDENTIAL SUBURBAN Applicant: CARBAUGH WILBUR & SUSANNA 13625 ROYAL ROAD HAGERSTOWN , MD 21742 Owner: CARBAUGH WILBUR & SUSANNA Contractor: Status: PENDING Applied: May 27, 1994 Approved: Phone Number: 301-733-3120 Description: 2 STORY DWELLING,FRAME CONSTRUCTION,FULL BASEMENT WITH CRAWL SPACE UNDER FAMILYROOM AREA,10X12 CONCRETE PATIO IN REAR,3 CAR ATTACHED GARAGE, CHIMNEY IN FAMILYROOM FOR FIREPLACE,BRICK EXTERIOR WITH VINYL SIDING ON GABLE ENDS,SHINGLE ROOF. Valuation: 200,000.00 Foundation Size: 64X62 TOw� of Heat.... GAS FORCED AIR Public Sewer...: Y Public Water...: Y Gas............: N Electric........ Y New Baths: 2.5 SETBACKS Lot Tract Area Lot Area Per Family Front Yard Setback Rear Yard Setback Left Side Setback Right Side Setback Lot Width 301-733-3120 Construction Type: STIC Exterior Finish.: BRICK/VINYL Air Conditioning: Y Septic..........: Time Existed..: Well ............. Time Existed..: New Bedrooms: 004 Proposed Minimum by Ordinance .60 ACRES 10,000 SQ FT .60 ACRES 10,000 SQ FT .00 .00 .00 .00 .00 .00 00 .00 .00 .00 The signature below by the reviewer is an indication that'the applicant has signed the permit application signature sheet and thereby agrees to perform the work in accordance with the conditions of this permit. F eal '_ e 0, 3 0- - V'56 kJo � REVIEWED BY: Eco JM -2f 14 WASHINGTON Co SANITARY DISTRICT �Fj 30 33'1?'t 7' 205.00 119.10 'y 10' x'33' 205.00 25.00 189.22 40.94 LS S66'06'00'E 25.00' L26 60.00 42.82 }4 47'00'4+) ice" 60.00 49.23 :35 76'38'04' 60.00 80.25 ,36 95'17'51 60.00 99.80 '37 79'50'09 25.00 34.83 86'10'27- 58'04'4- 25.00 175.00 37.60 177.39 :40 03'23'29' 1025.00 60.67 :41 04'46'51' 1025.00 85.53 "42 05'31'08' 1025.00 198.73 '43 Deleted JUN C44 Deleted 'C45 Deleted C46 Deleted C47 Deleted 048 2314'45' 175.00 71.00 C49 06'43'39' 225.00 26.42 L5 N66'06'00"W 25.00' L23 S89 -4-'22'W 71.02' L6 S68'S4'00'W 35.36' L24 S66'06'00'E 54.69' L7 S21 *06'00'E 35.36' L25 N89'28'13'W 68.77' LS S66'06'00'E 25.00' L26 N66 -06'00'W 31.31' L9 N66'06'00'W 25.00' L27 S66'06'00'E 67.42' L10 568'54'00 W 35.36' L28 S03'49 -- 54.65' L11 S58'41'37'E 64.16' L29 Deleted 112 558'41'37'E 36.68' L30 N66'06'00"W 38.37' % L13 Deleted L31 N75'18'21 -E 30.97' L14 Deleted L32 N43'44'01W 31.90' _ L15 520'04'27'W 52.35' L33 Deleted L16 S57'1 t'17'W 18.33 L34 Deleted 509'07'17'W 20.07 L35 N2027'39'E 20.04' L17 L18 N001538W 70.00' JUN 0 1 1994 N/F CHEVY CHASE SA NCS k LOAN790/653 PE ivil f S AND INSPE TIONS N20'27'39"E121.54' 100.00' 13 .29' 93.83' 100.00' 115.T7' x0.00' / �i` `1 0 p0 ; h T N .o Y 1a, c 3 � 3 � ; !d N 8 t7 IN ; =s N 'a fV 29 N iv ,r, 17500 S.F. 1 ;'� �+ Z N =0 _ O N 'i "� r, rn - N n 23042 S.F. `23y68 S.F. , n N vi 16420 S.F. n n rn 0.4017 Ac. ,0 25 85 S.F. n u, , n 0.4017 Ac. 01 z 2 • ci 0.5290 Ac. C 0.5502 Ac. 20281 S.F. = 0.3770 Ac. ID i z 0.5 i z 0.4656 Ac. z c15 ,Q $ 100.00' ~ � 1 q S� Q�/ FM �1? "S `\ S / 93.83' p�" G�5 52 900.00a 0'27.39'W 47 BG �ti fih w C7 G CIRCLE w OF, SAYBROOK 90.39. ��0 100.18' L21_ 2,3 OQ QI / + `NA 17952 17435 S.F. 'JD/1 r I J + v 0.41;1 Qi 0.4003 Ac. \ u oQ �O'010 3 '0 /.� 7Jy? F i7 sA m o s9 o tea, p. 09 y/ \ / z 19950 S.F. 0 19278 S.F. 20463 S.F. N v t7 g 0 0.4580 Ac, m , a, o v 54 L�j! fi a, U' 0 0.4426 Ac. ID + 0.4898 Ac.� 15912 S.F. IDNni Z z 3 0.3653 Ac. 130 �)� 20331 S.F. +. cl 0.4667 Ac. _ IXI n4LG OUSE z u !U R AIN Ty, c' N I N23'S4'00*E 33075 S.F. 100.00' 100.00' 100.00 111.72 150:`C' 0.7593 Ac. N23'S4'00'E t (?t N1316'05.E si OO 0 15000 S.F. 11 97 }5 w g I 0.3444 Ac. G BUILDINGS o 5a Y1 B RDr10VFD y4969 0 0 0 +I N23'Sq'00'E 0,5 G 44 0 41 0 o 140 676g W 5732 c. , °o rn 19000 S.F. 19000 S.F. 18866 S.F. 'o 150.00' C ° ul 0.4362 Ac. 0.4362 Ac. 0.4331 Ac. z CN I 64 CQ� o ` � 5000 S.F. �O/ �I + w o 0.3444Ac. 0 Op 19817 S.F. + C, L22 100.00' 100.00' 75.00' 0.4549 Ac. N23'54'00'E OLDE MYSTIC CIRCLE 150.00' �5 N23*54'00*E 6t ,0} �E C� o I 15000 S.F. 550 �' 9 120.00' 100.00' 100.00' 100.00'1 O, C?9 $ 0.3q.µ Ac. 5 Q\ I ` N23'54'00"E rG de 150.00' ti� 16343 S.F. $ 47 4e $ 40 r* j) 0.3752 Ac. ro 15500 S.F. o 20879 S.F. ui 15500 S.F. N 192a1 S.F. 0 o s� 0 n A7Q1 Ar o �' 0.3558 Ac. 0.3558 Ac. 0.4417 Ac. o I a' 15000 S.F. ' - 11 '14A AC.. l WASHINGTON COUNTY SANITAR' DISTRICT WASHINGTON COUNTY. M(}.. SANITARY SEWER LATERI A CONSTRUCTION REPORT Project: I �, :,.. r> - Street (or location) - OLn :,,/2reooV Lol a6 13 Szv Contractor: Date Installed - " 7? WYE SIZE- TYPE TYPE PIPE C 0. iy P C NOTES: DEPTH C.O. g� Depth of Cleanout at Flow Line Cleanout ii 7" From -�vj. Loyed at Basement Service TYPE LATERAL L-�T 'D. DROP MH�'' TO MH Wye Sto. On Main _fvv. r, ION o E XCAVAT I 0 N LENGTH LAYING LENGTH Horiz. a Total ly � Slope + Horiz. = Totc '7) MH 4 MH.t# Amounts pertaining to work completed this period, reviewed and approved. WCSD INSPECTOR CONTRACTORS REPRESENTATIVE WASHINGTON COUNTY SANITARY DISTRICT AUGUST 13, 1984 WASHINGTON COUNTY SANITAR' -)ISTRICT WASHINGTON COUNTY. MD. Project: ti,�,r,ra,r� FiLASI I�i�L r�hfls� rr ��} Street (or location): QLn 5wyar2ook O 1Ul& Lo% a6 Contractor: hA)iSA+FI)IIIg WYE 0040. Date Installed - 7 NOTES: DEPTH TYPE C.O. LATERAL -ST 'D. Depth of Cleanout at Flow Line Cleanout // 7" From 15w.. Zn o-' A/- Layed at Basement Service MH # SANITARY SEWER LATER/ CONSTRUCTION REPORT MH TO MH 1090 Wye Sta. On Main -j�v✓. Sr, MY /070 E XCAVAT I 0 N LENGTH LAYING LENGTH Horiz. = Total lL/ Slope + Horiz. = Totc �V M Amounts pertaining ppertaining to work completed this period, reviewed and approved. BY / t WCSD INSPECTOR CONTRACTORS REPRESENTATIVE WASHINGTON COUNTY SANITARY DISTRICT AUGUST 13, 1984 S-2 SIZE - TYPE TYPE PIPE Co. J;." -Q.� yxy PL/r, 'JC NOTES: DEPTH TYPE C.O. LATERAL -ST 'D. Depth of Cleanout at Flow Line Cleanout // 7" From 15w.. Zn o-' A/- Layed at Basement Service MH # SANITARY SEWER LATER/ CONSTRUCTION REPORT MH TO MH 1090 Wye Sta. On Main -j�v✓. Sr, MY /070 E XCAVAT I 0 N LENGTH LAYING LENGTH Horiz. = Total lL/ Slope + Horiz. = Totc �V M Amounts pertaining ppertaining to work completed this period, reviewed and approved. BY / t WCSD INSPECTOR CONTRACTORS REPRESENTATIVE WASHINGTON COUNTY SANITARY DISTRICT AUGUST 13, 1984 S-2