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HomeMy WebLinkAboutLat_13305RubyPointeDriveS , , _ '--; Washington County, Maryland k� Department of Waterualit Q y 16232 Elliott Parkwa,* Williamsport, MD 21795 240.313.2600 PUBLIC WATER/SEWER SYSTEM CONNECTION PERMIT Enter permit number 5295 Access Permit No. Permission is hereby given to: Property Owner: PAUL CRAMPTON CONTRACTORS, INC Applicant: PAUL CRAMPTON CONTRACTORS, INC Street. 222 E. OAK RIDGE DRIVE, SUITE 100 City: HAGERSTOWN State: MD Zipcode 21740 Connection Type (Residential I Commercial) RES Service Type: SEWER Service Area: Maugansville/Orchard Hills Service Code: 150 Additional Remarks. Equipment notes (pump type, etc): NA Fees paid in full? YES Date fees paid: 09/30/2014 DWQ connection fee: 1800.00 Misc, connection fees 0.00 City fees paid to: NA City fees amount: 5000.00 TOTAL FEES CHARGED: 6800.00 For property located at: Street: 13305 RUBY POINTE DRIVE City: HAGERSTOWN State: MD Zipcode: 21740 Needs connected to Lateral (YES I NO)? NA Permit No.: 5285 Issued Date: 10/01/2014 'Void Date: 10/0112015 Is the property in a subdivision? YES Subdivision Name: EMERALD POINTE Subdivision lot no.: 197 Subdivision phase: 3 Subdivision section: NA Type of EDU: RES Number if EDUs: 1 Gallons/day allocation: 200 Additional Remarks: NA 'Connection related comments This permit is good for one (1) year from issuance date. A fee differential may be charged to reflect allocation fee increases if property is not connected by the permit void date. Owner must contact Asst. Superintendant of Maintenance Tom Barnhart at 240- 313-2600 at least 72 hours in advance of making the connection. 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 County policy. This permit does not supercede any local ordinance that is in effect with regard to road excavation, plumbing permits, etc. ALL OTHER ERMITS, ATE LOC L. MUST BE OBTAINED BY THWRER OWNER AND ALL RESPONSIBILITY CONNE T THERE H H THE PROPERTY OWNEe Date: O INSPECTION: t lease 48 hours notice prior to requested date is required. ON SITE INSPECTION will be made by: Washington County Plumbing Board 80 W Baltimore Street Hagerstown, MD 21740-4727 Phone: 240-313-2460 Inspection Date: Plumbing Inspector: llJo�e✓ ;tuft •` WASHINGTON COUNTY BUILDING & ZONING PERMIT IVR/Activity No: 2014-04317 Project No: P2014-0979 Permit Type: RES -NEW Inspector Area: B2 Job Address: 13305 RUBY POINTE DRIVE HN Location: S-13-027 13305 RUBY POINTE DRIVE Parcel No: 025-19-0832-00197 Zoning Dist: HB -1685 Floodplain: Applicant: CRAMPTON PAUL CONTRACTORS INC Applied: Approved: Status- District/Acct No: 09/25/2014 PENDING 18065295 W, Description: 1614 SQ FT FINISHED SPACE TWO STORY TOWN HOUSE ON CONCRETE SLAB WITH UNFI NISHED 2ND FLOOR, SUNROOM OPTION ON 1ST FLOOR, ATTACHED ONE CAR GARAGE, COVERED FRONT PORCH, FRAME CONSTRUCTION, PRE-ENGINEERED ROOF TRUSSES, MODEL: CRYSTAL EMERALD POINTE, PHASE IIA, SECTION 3, LOT 197 Foundation Size: 35 X 52 Type of Heat...: 222 E. OAK RIDGE DRIVE Public Sewer...: SUITE 100 Public Water...: HAGERSTOWN MD 21740 Phone Number: 301-790-0101 Ext. 101 Owner: EMERALD POINTE INC Contractor: CRAMPTON PAUL CONTRACTORS INC Phone Number: 301-790-0101 Ext. 101 Contractor Lic. No: HB -1685 Applied: Approved: Status- District/Acct No: 09/25/2014 PENDING 18065295 W, Description: 1614 SQ FT FINISHED SPACE TWO STORY TOWN HOUSE ON CONCRETE SLAB WITH UNFI NISHED 2ND FLOOR, SUNROOM OPTION ON 1ST FLOOR, ATTACHED ONE CAR GARAGE, COVERED FRONT PORCH, FRAME CONSTRUCTION, PRE-ENGINEERED ROOF TRUSSES, MODEL: CRYSTAL EMERALD POINTE, PHASE IIA, SECTION 3, LOT 197 Foundation Size: 35 X 52 Type of Heat...: HEAT Public Sewer...: Y Public Water...: Y Gas ............: N Electric.......: Y Construction Valuation: $234,900.00 Code Enforced: 2012 INT'L RESIDENTIAL CODE Decorative Heating Appliance: Setbacks Lot Tract Area Lot Area Per Family Front Yard Setback Rear Yard Setback Left Side Setback Right Side Setback Lot Width Exterior Finish: BRICK Air Conditioning: Y Septic ....................: N/A Time Existed: N/A Well.......................: N/A Time Existed: N/A Construction Type: TOWN No. Of Bathrooms: 2 No. of Half Bathrooms: 0 No. of Bedrooms: 2 Proposed 0.10 ACRES 0.10 ACRES 28 39 0 0 36 Minimum Required 20 10 0 0 0 This permit has been reviewed by the Washington County Division of Plan Review and Permitting office and meets all applicable local and state codes and ordinances. Should you have any questions, please contact our department at 240-313-2460 between the hours of 7:30 a.m. through 4:30 p.m., Monday through Friday. 80 West Baltimore Street, Hagerstown, MD 21740 Phone: 240-313-2460 Fax: 240-313-2461 PROJECT NAME: E Ole6�DLD Po-itl+E S��(-LY4 PROJECT NO: (EO - 7'11 PROPERTY ADDRESS: L07- -'�" N"! DRAWING NO: %:a of 2-6— MAIN LOCATION: STREET/EASEMENT '4veE RA",Pe-,�,+e. i7z DATE INSTALLED: /-y-' 07 Pr"DERTY OWNER NAME: fDAuL CRdffy4r,> MH 43-0 - It-'('- TO MH /-f P,.-'ERTY OWNER ADDRESS: 3305 MAIN STATION: SINGLE: C DOUBLE: CONTRACTOR: C W I l arm k E- z c2 CONNECTION Q MH: SIZE & TYPE SIZE & TYPE INVERT Q DEPTH DROP TEE/WYE SERVICE PIPE C.O. WYE (A) C/O (B) DEPTH (C) D E JacI SDe- z�. H. Vl f 4��iJ INDICATE TYPE OF LATERAL BY CROSSING OUT OTHERS. FOR CONNECTION TO MANHOLE, CHECK ABOVE, AND LIST INVERT DIMESION 'B' AND DROP DIMENSION 'C' (IF APPLICABLE). SHOW LATERAL LOCATION, STATION, UTILITY CROSSINGS AND DIMENSION ALL PERTINENT ITEMS FLOW LEFT STA , l+ t �(p 1 g0 ' DOWNSTREAM RIGHT UPSTREAM MH # &C�2 MH # LIST QUANTITIES FOR PAY ITEMS HERE: BY: C wc� -i c , c-� WASHINGT N COUNTY INSPECTOR DIVISION OF PUBLIC WORKS WASHINGTON COUNTY, AUARYLAND DEPARTMENT OF WATER QUALITY +Co c7ee p'6 c b CONTRACTOR'S REPRESENTATIVE CO. NAME: C, vC;(()aM Hefzc-f-- GRAVITY SEWER SERVICE CONNECTION SHEET SEPTEMBER 2004 1 S-13.2 Ct 0 N v , 00 Z �1 s ! 11 n x� l S:BLS II r V o l61 �d CS I N� � h sai�o of O�' 0 ,OS 00,09 AL ZS, >bF 6LN �ztz 3. eM-MTq ls8ts I I I 1T-;-7-7 oNix�rrd 3o�ds Agdo t� ��s, lseLs F 7S9w , 8`x,0 0o saioo tl 0 I O h 7j AS OOS 9 00 ni Z61 IhI SZl 3« ZS, l S:BLS O I 7��b° 01O t 5 ODS I O 13 V p0 � s6voo O1 0 l� *61 OS 1* o 0 looSZ' ZSR l S.BLS f I OSo1J00 0 AS ODS ` 9 Ls _ _ J� _ aw � 00 SZ1 3. 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