Loading...
2009-275 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090275 Application Number. A20090275 Tax Map No: 523400-3 09-009-0002-001-000-0000 Permission is hereby granted to: HOMESTEAD VILLAGE LP For property located at: 200 LUZERNE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: HOMESTEAD VILLAGE L P 4294 ROUTE 5 Septic Alteration Commercial CALEDONIA,NY 14423 Total value Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2009-275 166 & 167 ELMHURST DRIVE $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,June 19, 2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tgwn o i ne 19, 2009 ee ry, SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development -Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20090275 Date Issued: Monday, December 05, 2011 This is to certify that work requested to be done as shown by Permit Number P20090275 has been completed. Tax Map Number: 523400-309-009-0002-001-000-0000 Location: 200 LUZERNE Rd Owner: HOMESTEAD VILLAGE L P Applicant: HOMESTEAD VILLAGE L P This structure may be occupied as a: Septic Alteration Commercial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve thezi property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. I OFFICE USE ONLY Jv J j l TAX MAP NO. PERMIT NO. V '2 PERMIT FEE l '00 ;= E•v-J LJ ( APPROVALS: ZONING TOWN CLERK TOWN OF QUEENSF3URY ; 23 ILOING&CODES APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT9,",Qj—/ eA-12 T BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. 11) OWNER: INSTALLER: I `6e tJ f Cf ADDRESS U`` -!✓ ��/ ADDRESS: 2�-� 1 6j PHONE NOS.7 PHONE NOS. 0 LOCATION OF INSTALLATION:_! "�t /(&? RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= 4= TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom INSTALLED?1981 -1991 X 130 gallon per bedroom SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED?_ PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling Steep slope %Slope ✓ SOIL NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? ✓ DOMESTIC WATER SUPLY: Municipal11-�Well (If well: Water supply from any septic system absorption is ft.) ✓ PERCOLATION TEST: Rate is per minute per inch. (Test to be completed by a licensed professional engineer or architect.) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual �ewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Pl7inning Board approved subdivision). TANK SIZE. GALLON (MIN. SIZE IS 1,000 GAL.) Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? _ Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRCCAI INgpI=nTIr1Ki er�nirw ^� Septic Inspection Report Office No. (518)761-8256 Date Inspection ue Queensbury Building&Code Enforcement Arrive. = a p rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's In 9 N-ZTNAME: RMIT NO.: LOCATION: u; � INSPECT ON: RECHECK: Comments and/or c1l4gram Soil Type: Sand/ Loam Clay T of Water: Municipal Well Water } /' CJ� Waterline separation distance ft. Well separation distance ft. �- rill, l` Other wells: ft. Well Casing Length 50' +/- Y N N/A 150'to well required if NO Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone -Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N End Cap Y N In Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y_._N [provide extension collar if Yes __Y_N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N ETU Maintenance Contract Y N provided Location of System on Property: Front R Left Side Right Side Middle Front Middle Rear stem Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\inspecdon Forms\Septic Inspection Report_03 2910.doc r' IIIIIIIIIIIII� IIIIIIIIIIIII ENVIRONMENTAL DESIGN PARTNERSHIP,LLP August 26, 2011 Queensbury Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Via email johno@queensbury.net Attn: John O'Brien Re: Homestead Village Mobile Home Park Lot 166/167 Elmhurst Dear John: On July 25,2011 our office conducted a review of the septic system installed at the above noted location on Jan. 25, 2009. Our inspection indicated that the system appears to have been installed as shown on the design plan dated May 18, 2009. We have been unable to find our notes related to our field inspection which took place at the time of installation,however,we are certain that we did perform the inspection and the system was installed as indicated on the plan. Please contact me should you have any questions regarding this system. Sincerely, James E. Mitchell, P.E. 900 Route 146,Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 l� �M Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Qu sbury, Y 12804 Inspector's Initials: i NAME: PERMIT NO.: LOCATION: L. Y �� INSPECT ON: l RECHECK: Comments and/or diagram Soil T Loam/ Cla Type of Water: Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N_N/A Absorption Field: Total length ft. .! p Length of each trench Depth of trenches u �. Size of Stone 4;'� Seepage Pits: Number Size: x Stone Size: Piping Size Type �� Buildingto tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed-. XY N End Cap &Y N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits4�—LN ft. Conforms as r Plot Plan En ineer Re rt and As-BuiltN Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear e Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc BORING AND PERCOLATION TEST: j{�ruN OF t�UEENSBURy!,;'U! ING DEPARTMENT INSPECTION REQUIREMENTS: u t�asnn m ow lor c examination, c�rr:�Iiance with our comments shall ASSUMED CONDITION BASED ON SITE EVALUATION nc, ne construes as indicating the ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. plr:ns and specifications are in full 0-5' MEDIUM FINE SAND c0mo►larne with the Building Codes of - NO WATER OR MOTTLING New Y0rx5tate. NOTE, PERCOLATION RATE APPROXIMATELY ONE MINUTE 1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE NOTE: SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM. RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD INSTRUMENT SURVEY. EXISTING SANITARY STRUCTURES Z Z INCLUDING SEPTIC TANK AND SEEPAGE SEPTIC DESIGN : DEVICES ARE TO BE CRUSHED IN PLACE ---.-_�_� AND FILLED WITH NATIVE MATERIAL. APPLICATION RATE = 1 .2 GAL./SF/DAY Vo t en or observed, or believe I saw evidence of, LOT 166 No�>Ti-� , is such as houses, wells, trees, fences, etc., 3 BEDROOMS AT 100 GALLONS/BEDROOM r, -I, this document. I also represent that I have � d ` =300 GALLONS r on ly measure distan a set forth on the diagram." 6 LOT 167 ` SIGNAT RE 3 BEDROOMS AT 100 GALLONS/BEDROOM ��� �� �� ®N DATE =300 GALLONS TOTAL PROJECT SITE AT PROPOSED / ALL TIMES FOR DISTRIBUTION Box #2 6 BEDROOMS AT 100 GALLONS BEDROOM (SEE DETAIL — SHEET 2) = 600 GALLONS v, THE DURATION OF L i USE (2) 1 ,000 GALLON PRECAST SEPTIC TANKS `Y` T9�N PROPO(GASKSED TED " PVC BELL) AT % MIN. wooDs CD % USE 5 LINES AT 50 FT. EACH (SPACED 6 FT. ON—CE NR, WOODS ) CONSTRUCTION NOTES.- PROPOSED 1,000 GALLON SEPTIC TANK PROPOSED 4" PVC SDR —35 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR (SEE DETAIL — SHEET 2) (GASKETED BELL) AT 1% MIN. EX. THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES SHED BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY PROPOSED 1,000 GALLON MUST BE PRESENT FOR A RIBBON TO BE FORMED. SEPTIC TANK 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE (SEE DETAIL — SHEET 2) EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE SHED NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE—THAW 0 PROPOSED 4" PVC CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE SCH 40 AT 2% MIN. DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE—IN AND DISTRIBUTION PIPE PROPOSED 4" PVC MISALIGNMENT/BREAKAGE. SC 40 AT 2% MIN. 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO e F. I DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. �n 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF EXISTING THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ;,, MOBILE ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BED 3 BEDROOM UNIT I I I h ' �� HOME IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN )I THE TRENCHES. EXISTING MOBILE HOME EXISTING MOBILE 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF ' 6 TO %32 INCH PER HOME FOOTPRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE F EXISTING I I I I EXISTING TREES TO BE DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MOBIL I I I I I REMOVED WHERE MEASURING THE },g INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %a INCH BLOCK TO HOMEI I F— NECESSARY ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK ^ Z FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE h6 INCH PER FOOT SLOPE. A %8 INCH BLOCK SIMILARLY USED WOULD RESULT IN A Y32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO FENC£ I O - A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES 1 O OF FINAL GRADE. 6 W _ I�) m 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXT/LE, UNTREATED BUILDING Lj PAPER, HAY OR STRAW /S TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE 2 TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (l.E., NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT (`�. I 1 f^y LOT 115 NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE LOT 168 I r ,� , LOT 167 LOT 66 I� SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. PARKING I PARKING I PARKING , max r., PARKING I PARKING 8 A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND w, AREA I AREA I AREA AREA AREA ) G ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 �AVIL INCHES ABOVE THE HOUSE SEWER. IF A WATER LJNF MUST PASS BELOW THE HOUSE SEWER, THE wS GRAVEL GRAVEL wS GRAVEL S VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES. 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE 3 SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE v U I v v c^i v I DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET ELMH RST I m o DRl VE I FROM WELLS OR WATER COURSES /S UNAVAILABLE. 2 °Vo 0�-27S u 3� 3 ago SHEET I Off' 2 zi I SEPTIC DESIGN PREPARED FOR Oz LOT 166 AND 167 ELMHURST DRIVE HOMES TEA D VILLAGE PROPOSED ABSORPTION FIELD TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK 5 LINES AT 50 FT. EACH TO SERVICE BOTH LOTS 166 & 167 SCALE: 1 " = 20' MA Y 18, 2009 , (SEE DETAIL — SHEET 2) NOTE: ENVIRONMENTAL DESIGN PARTNERSHIP, LLP _ 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371 -7621 MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MI TCHELL P.E. 53,337 HEAVY DUTY MANHOLE FRAME - FINISH GRADE AND COVER BY CAMPBELL OR EQUAL III—I I = III- I i I—I i _ SEAL ASPHALTIC — II Iff I IIII I- iv III=IIII—I -IIII.—IIII- ACCESS EXTENSION =IIII= ?MH GRADE RINGS) I.D. AS PER FORT MILLER OR EQUAL TOPSOIL FOR SETTLING (AS REQUIRED) IIII—1 I —IIII—IIII= -I INLET —IIII= _)III=IIII I I i I I I I=IIII TERRATEX NO. 2 NONWOVEN 4" OR - 4-3" MIN.-I i OUTLET z a _I-1I EARTH IIII —IIII- EARTH -IIII— CONSTRUCTION FABRIC OR BLDG. SEWER — =- — — BACKFILL -IIII=1 BACKFILL UNTREATED BUILDING PAPER I I 1/3 z a I=)III OR STRAW I I -A- SANITARY z WATER TIGHT JOINT (TYP.) TEE ~ oo PARGE W/NON-SHRINK GRO T "I" z w 4" MIN. INSIDE & OUT LIQUID ALL JOLiEVEL BELO FULL BE BITUMINOUS SANITARY TEE � o I TOP OF AGGREGATE 4" PVC MIN. WATERTIGHT AND TO BE WITHIN OD ?. DD DO D INTERIOR - o O'� 6"-12" OF SURFACE g O RAKE ANY PERFORATION JOINT LEAKAGE TESTED COAT Q 5 SMEARED PRIOR TO BACKFILLING KOP 300M 0 i i BAFFLE WITH TRENCH OR EQUAL -� 4"X18' MIN. WALLS I I MAY NOT BE ��) �� REQUIRED DD OD �D D 6" TO 12" LAYER 94" k CRUSHED STONE OR PEA GRAVEL OR MI GROUNDWATER BEDROCK WASHED GRAVEL E E LAY NE MN OR IMPERVIOUS LAYER 3/4" TO 1v'� SECTION VIEW BDS NOTE: 24" I.D. TAPERED INLET INVERT IS 3" ABOVE PLUG (TYP.) CROSS SECTIONAL VIEW LONGITUDINAL VIEW ASPHALTIC (2" MIN.) SEAL THE SLOPE OF THE OUTLET PIPE TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC BETWEEN THE SEPTIC TANK AND THE -UNTREATED BUILDING PAPER OR PERMEABLE i i DISTRIBUTION BOX TO BE Y4" PER FT. I—IIII-I — —IIII=IIII—i i— GEOTEXTILE OR 4" LAYER OF STRAW INLET OUTLET �. o _ =IIII=II -IIII= O�J THE SLOPE OF THE INLET PIPE 2" MIN. O BETWEEN THE RESIDENTIAL UNIT AND I BAFFLE NOTE' THE SEPTIC TANK TO BE Y4" PER FT. I I MAY NOT BE BAFFLE NOT REQUIRED FOR FLOW o 0 Q. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o PROVIDE CAPS I REQUIRED TANKS LESS THAN 10 FT. LENGTH ��7 ON LINE ENDS o O,� O� C� �O Oo Cam'/ g O I SLOPE PIPE Ns"-Ysz" PER FT. h „c SPACING OF ABSORPTION TRENCH 6' O.C. PLAN VIEW TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED OUTSIDE TRENCH PROFILE TANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" HEIGHT 1000 GAL. 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8" ABSORPTION TRENCH DETAIL NOT TO SCALE SEPTIC TANK (HEAVY DUTY SEPTIC TANK) NOT TO SCALE FORT MILLER OR EQUAL GRADE NO TE: I. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. l2" MIN REMOVABLE COVER z. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. ., K. J. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND THE DISTRIBUTOR LATERALS •BAFFLE SHOULD BE 118" PEP FOO T. .a , INVERT INLET 2-MIN ELEV. 10 OUTLET CONTRACTOR TO USE SPEED LEVELERS © 0 AS SUPPLIED BY FORT MILLER TO EOUALIZE FLOW 12" M/N � CL EA SAND OR PEA GRA VEL 2 DISTRIBUTION BOX z NOT TO SCALE s SHEET 2 Y `OF 2 SANITARY DETAILS FOR LOT 166 AND 167 ELMHURST DRIVE HOMESTEAD VILLAGE TO WN OF QUEENSBUR Y WARREN COUNTY, NEW YOI SCALE: 1 " = 20' MA Y 18, 20 ENVIRONMENTAL DESIGN PARTNERSHIP, LL 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371 -76 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYIP JAMES E. MI TCHELL P.E. 53,