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2015-353 Town of Queensbury• Building&Codes lanforcement Office•742 Bay Road■ Queensbury,NY 12804 DEEP HOLE/PERC TEST E Request for Town Engineer Revi 10 7015 Property Owner: C —2-10kz ;" Phone: Q IEENS8URY Property Owner's BUILDING&GODES Address: Location of Test: _ . Tax ID#: 226%,16'1 — 1 q 4.27 "Applicant's Engineer: _ + `k-4 Phone: '' 03ACD Applicant's Agent: Phone: Additional Notes: 1. Reason for Request? ❑ New Septic System Replacement Septic System El Failed Septic System FISubdivision Site Plan Review 2.Are Wetlands present? a YES NO UNKNOWN *Note: Applicant is required to engage an engineer for design and testing of the system. The Town Engineer's responsibility is to witness system testing only. PLOT PLAN: Plot plan, to scale, to be submitted with application FEEULE: �1 a. $200 Flat Fee Date Paid: +� u Check No.: b. OR Fee to be determined during To Be Determined: Site Plan 1 Subdivision review process SIGNATURE: In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert review and recommendation arising from the carrying out of the provisions of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation tests, system installations, and any other aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have completed the application. I also fully understand that additional engineering fees may be necessary per Town of Queensbury Local Law 136-14D. SIGNATURE OF APPLICAN Date: SIGNATURE OF AGENT._ Date: Original (B&C File) Canary (Planning) Pink(Applicant) Gold (Town Clerk) THE THE North Country Office Chaim 375 Bay Road,Queensbury,NY 12804 _ P:(518)812-0513 F:(518)812-2205 COMPANIES www.chazencompanies.com Engineers Hudson Valley Office (845)454-3980 Environmental Professionals Capital District Office (518)273-0055 Land Surveyors Landscape Architects Planners September 15,2015 Dave Hatin,Director,Building and Codes Town of Queensbury 742 Bay Road Queensbury,New York 12804 Re: Soil Testing Verification 27 Mason Road Queensbury,NY 12804 Dear Mr.Hatin: As requested,Chazen has witnessed onsite soil testing for the above referenced location on September 15,2015.The purpose of this testing was to investigate subsurface soils conditions for a proposed septic system design. The system is proposed as a replacement for an existing system. The testing was performed by Tom Hutchins of Hutchins Engineering. Only one soil test was performed approximately 180 feet east of Mason Road on the parcel. The soil profile consists of the following: 0"-14" Light Brown Topsoil 14"-28" Brown Silt Loam 28"-42" Medium brown silt loam(firm) 42"-60" Brown silt with cobbles(firm) Mottling at 33" Roots to 30" If you have any questions or require additional information please do not hesitate to call me at(518) 824-1926. Sincerely, Sean M.Doty,P.E.,LEED AP Associate Manager,Municipal Engineering Services cc: File Chazen Engineering,Land Surveying&Landscape Architecture Co.,P.C. Chazen Environmental Services,Inc. The Chazen Companies,Inc. LEGEND: O IPF=IRON PIPE FOUND O IRF=IRON ROD FOUND ^^ O CIRF=CAPPED IRON ROD FOUND LANDS N/F OF O IRS=IRON ROD SETITO BESET JOHN H.ENGLANDER 1 � �=UTILITY POLE =LAMPPOST SUSAN FRAILE ;ictal © =PROPANE TANK 12831181 I= =FENCE LINE LANDS N/F OF <x u< t DAVID 8 PRISCILLA SANDERSPREE 1301 1292/164 t I LAK 5 0 S N ��5 CLEAR __ LOCATION MAP `°`""°" GEORGE 5 3 ,.5 �q SYSTEM INSTALLATION NOTES AREA 7 CONSTRUCTION SHALL BE AS SHOWN ON THIS DRABING AND IN ACCORDANCE 15,115±SO. FT. 0.34±ACRES WITH THE N.Y.S DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS 3 ANO TM F48 INSTALLATION OF I GA ®` TUBING SN SEPTIC TANK LEACH FIELDS.�MOPLASTIC PIPE AND CORRUGATED ACE / pn 'NOpD SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND / ✓✓/ry C'C$LIQ h F'�AME I� ,/ 1''� INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS FOR PRODUCT JL/,v ELISE INFORMA770N OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHI7EFlELD, NH 03598, PHONE 1-800-473-5298 �C4 CLEAR WWW.PRESBYENWRONMENTALCOM \` ^ AFTER EXCAVATION OF TRENCHES TO THE DEPTHS REQUIRED, THE WALLS BY 2..,' _ AffSORPYlVNFInD !RT \\ JLSPryALTgURFACF — eeaFGao¢marm• 0—,.4L•_ aacvaay.oar.emc _ �+mroeaxnoulm a� AND FLOOR OF EACH TRENCH SHALL H. CLEANED AND RAKED IN ORDER TO r °T� 1 / LOOSEN SMEARED SECTIONS OF TRENCH. U B�m—mf t® I — ® AREA � , PLACEMENT OF PRESBY SYSTEM SAND, PRESBY LNVIRO-SEPRC>D PIPE AND ' 10,857.57 SO. FT. rE<cr0i i1 I FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO O 0.25 ACRES AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE PIPE. O ( / ' I MINIMUM OF 6-OF MEDIUM TD COARSE SAND, NTH LESS THAN 2S PASSING TIE LINE - v., O L A / 200 SIEVE; REQUIRED AROUND CIRCUMFERENCE OF ADVANCED yO J — � —— — —— — ——— — — — — _" I COMPLETE SAND AND FILL(SPEp SPECISEE DESIGN FICATIONS) INSTALLATION MANUAL FOR 90'±ALONG SHORE 3en:vnl LOCATION �•4-PVC �— — —— — --( APPROXIMAre nrr f>r>mtaIII LOW vFFFrwF1TT SEPTIC Eczf>walsoo GALINSTALLER TO PROVIDE SIEVE ANALYSIS FOR PRESBY SYSTEM SAND TO 5.0'± '\j C'��'v c irF ,a recce r'os � 0ADESIGN ENGINEER PRIOR TO TRANSPOR77NG SAND TO THE SIIE FxEXISTING!elPulavr nj T000500LPIDWS—M .AesnaPl7d t9 THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING g7n)PRtsarAavAxNCEID® ewaTo-sEPrre®7RFATMWr STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS -- SYSTEM LAna"'S(T)4'WD)F OR OTHER UNSUITABLE CONDITIONS. ADJOINER'S HOUSEATG0`EM W/G) �� SaT+Rc�YmwsPER ixorw ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT TIE LINE SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. -01 DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. ' ! THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT LANDS N/F OF DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS FREDERICK 8 LINDA MGKINNEY 978/133 — ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE 133, EXCLUDED FROM THE WASTEWATER SYSTEM. LANDS N/F OF INSTALLER ADVISED TO CONTACT DIG SAFELY NEW YORK PRIOR TO FREDERICK 8LINDA MGKINNEY (� I 978/133 CONSTRUCTION. WASTEWATER SYSTEM PLAN SCALE 1"=20' SITE SOILS DATA WASTEWATER SYSTEM DESIGN WASTEWATER SYSTEM MATERIAL PRESBY SYSTEM SAND GRADATION TPS 1 PIT 9/23/05 BY I. HUTCHINS 4-BEDROOM RESIDENCE UPSIZED TO 5-BEDROOM SPECIFICATIONS 46"DEPTH, DRY WATER SAVING FIXTURES TO BE VERIFIED,REPLACE AS NEEDED SIEVE PERCENT PASSING 0-5" GRASS, 'NEEDS, TOPSOIL (1.6 GPF MAX.FLUSH, 3.0 GPM MAX.FAUCETS) HOUSE SEWER PIPE 3/8'(9.5-mm) 1010 PIPING TO BE 4'SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4' Na 4(4.75-mm) 95-100%6-24" ORANGE-BROWN FINE SANDY LOAM DESIGN FLOW- 110 GPD/BEDROOM PER F00T MINIMUM SLOPE 24-46"GRAY-BROVM SILTY LOAM SYSTEM DESIGN FLOW-550 GPD EFFLUENT SEWER PIPE N.8(ZJ6-mm) 80-1001< GROUND ELEVATION: 333.8' SEPTIC TANK-PROPOSED 1500 GAL PRECAST CONCRETE PIPING TO BE 4"SDR-35 OR SCH-40 PVC. INSTALL V47H 1/8- Na 16(1.18-mm) 50-95x TAX MAP#226.16-1-14&27 .MOTTLING AT 24", ELEV: 331.3' LEACH FIELD-PRESBY ABSORP770N TRENCHES PER FOOT MINIMUM SLOPE No.J0(600-Pm) 25-605 PHOF)LTQU1OF TICS DOCUMENT O'f BY A LICENSED ROOTS TO 24" F39oNAL O7CPrFIIt 6 A WOIATION ON OF NIS ETAIGTDN LAW. SAND PRESBY SYSTEM PROBABLE SEASONAL HIGH GROUNDWATER TABLE P 24, ELEV:337.8' DESIGN PERCOLATION RATE= 11-15 MIN/IN N.50(J00-fun) 5-JOS MAP REFERENCE: SEE'SYSTEM SAND GRADATION'FOR SPECIFlCARONS 4'WIDE TRENCH LENGTH REQUIRED= 115 LF FILTER FABRIC Na MIT(150-wn) 0-105 BASE SURVEY INFORMATION FROM 'MAP ABSORPTION FIELD ELEVATIONS BASED UPON HIGHEST S.H.C.W. PED PRESBY INSTALLATION MANUAL) FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION 0-25(MUST BE OBTAINEO OF A SURVEY MADE FOR MA FC 2072 E`ADENCE OBSERVED ELEVATION FINDING OF 332.2'. MREE FEET CF ( Na 200(75-Wn) PROVIDE 2 TRENCHES O 60 LF FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. BY WASHING) TRUST PREPARED BY VAN 00, 2 & SEPARATION REQUIRED WITHIN 1000'Of LAKE GEORGE. SIEVES LAND SURVEYORS, JULY f0, 2014. 120 LF TOTAL 7D BE PROVIDED TOPSOIL CONTRACTOR SHALL SUBMIT SIEVE ANALYSIS TO ENGINEER PERCOLATION TEST PLACE 4" MINIMUM TOPSOIL OVER EN77RE ABSORPTION FIELD FOR APPROVAL PRIOR TO PLACEMENT OF SYSTEM SAND. ADDITIONAL FEATURES FROM WARREN PTPT 7 - 9/23/05 BY L HUTCHINS TWO ROWS OF AES PIPE LATERALS REQUIRED PER TRENCH AREA. SEED,MULCH AND ESTABL)SH TURF. COUNTY GIS&AERIAL PHOTOGRAPHY,ALL 16"DEPTH FORCEMAIN LOCATIONS ARE APPROXIMATE 0 ISSUED FOR PERMIT 7/24/15 ORANGE-BROWN FINE SANDY LOAM LENGTH OF AES PROVIDED=4 ROWS®58 IF 1-112-HOPE SOR-9 FORCEMAIN CONTRACTOR 7O FIELD VERIFY ALL / No. Revisions Date STABILIZED PERCOLATION RATE = 9 MIN, 30 SEC/�N 232 LF TOTAL TO BE PROVIDED SLiTBACKS PRIOR TO BEGINNING PT-2 - 4/12/06 BY L HUTCHINS INSTALLATION. POTABLE WATER SUPPLY IS LAKE SUPPLY WASTEWATER REPLACEMENT PLAN ,4"DEPTH ORANGE-BROWN FINE SANDY LOAM (MAINTAIN 10'SEPARA77ON FROM WATER LINE TO ABS. FIELD) prepared for. `� STABILIZED PERCOLATION RATE= 10 MIN, 45 SEC/iN WASTEWATER SYSTEM SETBACK SCHEDULE `�� & �h MA FC 2012 Trust 27 Mason Road PROPERTY LINE WELL HOUSE DRAINAGE DITCH WATERBODIES S teve S Town of Queensbury,Warren County,NY SEPTIC TANK 10' S6' 10' 10• 50' Land Surveyors Ora—I.WO/u4s CheaRad:GTH Saar:NOTED Dat. 7/17/15 169 H-land Road ABSORPTION FIELD 10' 100' 20' 20' 100' 169 Haviland Road Queenebury, New York 12804 Queensbury,NY 12804 29941-01-S1 Engineering(518) 792-8474 New York Lic. No. 50135 Hutchins En (518)745-0307 Phone 9� 9 (518)745-0308 Fax