Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
1.1
1.1 WASTEWATER-SEWER\APPROVE\McMorrow—Replacement Wastewater System to Lake,Property Lines and Dwelling—6-5-2023 RESOLUTION APPROVING KATHERYN AND DANIEL MCMORROW'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Katheryn and Daniel McMorrow(Applicants)previously applied for and received approval from the Local Board of Health for variances from Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to replace a failing wastewater system on their property located at 366 Cleverdale Road, Queensbury as delineated in Resolution BOH 24,2016; however, the Applicants did not complete installation of the replacement wastewater system at that time, and WHEREAS, Applicants resubmitted their application to replace the wastewater system on their property by installation of a Fujiclean CE-5 Enhanced Treatment Unit (ETU) system with the requested variances, similar to those approved by Resolution BOH 24,2016, as follows: 1. Absorption field to be 96.4' from Lake George instead of the required 100' setback; and 2. Absorption field to be 3.9' from the north property line instead of the required 10' setback; 3. Absorption field to be 11.4' from the residence instead of the required 20' setback; 4. ETU and Pump Station to be 3.8' from the south property line instead of the required 10' setback; 5. ETU and Pump Station to be 4.7' from the residence instead of the required 10'; and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday, June 5t', 2023, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and is the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Katheryn and Daniel McMorrow for variances from the Sewage Disposal Ordinance to replace the wastewater system on their property by installation of a Fujiclean CE-5 Enhanced Treatment Unit (ETU) system with the requested variances as follows: 1. Absorption field to be 96.4' from Lake George instead of the required 100' setback; and 2. Absorption field to be 3.9' from the north property line instead of the required 10' setback; 3. Absorption field to be 11.4' from the residence instead of the required 20' setback; 2 4. ETU and Pump Station to be 3.8' from the south property line instead of the required 10' setback; 5. ETU and Pump Station to be 4.7' from the residence instead of the required 10' setback; and 6. Effluent force main to be 3.7 from the residence instead of the required 10' setback; on property located at 366 Cleverdale Road, Queensbury and bearing Tax Map No.: 226.12-1-62, and BE IT FURTHER, RESOLVED, that the ETU shall be maintained by the property owners in accordance with the manufacturer's recommendations for the life of the system, an BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to any lawful action by the Adirondack Park Agency during such period. Duly adopted this 5t'day of June, 2023,by the following vote: AYES NOES ABSENT: 3 169 Haviiand Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone:Fax: (518) 745-03087 ter;: 6's f4 i VED May 10, 2023 ?;`3 Q c-- Cunt' Town of Queensbury Local Board of Health S OFFICE 742 Bay Road Queensbury, NY 12804 Reference: Septic Variance Application Katheryn and Daniel McMorrow — 366 Cleverdale Road Parcel ID # 226. 12-1 -62 Our office represents owners Katheryn and Daniel McMorrow in developing a replacement wastewater system for their residence at 366 Cleverdale Road_ On July 25, 2016, this board approved a septic variance to allow replacement of the system on this property. Permits were issued; however, the installation was not completed at that time_ The current proposal describes installation of a Fujiclean CE-5 enhanced treatment unit instead of the previously proposed enhanced treatment system. Requested variances are similar and described as follows: Absorption Field to Lake -- 100' required, 96.4' proposed Absorption Field to North Property Line — 10' required, 3.9' proposed Absorption Field to Residence — 20' required, 11 .4' proposed ETU and Pump Station to South Property Line — 10' required, 3.8' proposed ETU and Pump Station to Residence — 10' required, 4.7' proposed Effluent Force Main to Residence -- 10' required, 3.7 proposed We respectfully request the McMorrow project be placed on the next available agenda to review proposed project. Please feel free to contact our office if additional information is required. Regards, LL G_ Thomas Hutchins, P-E. G. Thomas Hutchins, P.E. r SEPTIC VARIANCE Moe use only Permit #: APPLICATION Permit Fee: $ r .� ar ry Invoice #; 742 Bay Road, Queensbury, NY 12804 P: 518-761-8256 www.aueensbury.net Approvals: Submittal : 1 (one) original & 8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner(s): Katheryn & Daniel McMorrow owner's agent: Hutchins Engineering PLLC Address: 302 Westover Road Address: 169 Haviland Road Stamford , CT 06902 Queensbury, NY 12804 Phone It: Phone #: 518-745-0307 Email: Email: tutchins@hutchinsengineering.00m Section 2• Site Information: Site Address: 366 Cleverdale Road Tax ID#: 226. 12-1 -62 Directions to site: turn left onto Cleverdale Rd from NY-9LS_ In 1 .7 miles, residence on right Section 3: Distance from well on property to septic system (if applicable) 96.4 (from Lake supply) feet Section 4: Is it possible to install a conforming septic system on this property? 0 Yes © No If YES, }Tease explain and attach a diagram: Section S.* Does the proposed system meet setback requirements for distance from wells & septic systems on neighboring properties? QYes ❑ No If NO, please explain: Section B: Is the proposed system to be installed under a parking area? ❑ Yes rM'l No It will be partially under walkway Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i_e. leaching system will be 89 ft. from well in lieu of required 100 ft.)' please see attachment for full list of requested variances Septic Variance Appiic0ti on Revised December 2021 Septic Variance Application Katheryn and Daniel McMorrow - 366 Cleverdale Road Parcel ID # 226. 12-1-62 Attachment, Section 7: a Absorption Field to Lake — 100' required, 96.4' proposed Absorption field to North Property Line — 10' required, 3.9' proposed * Absorption Field to House — 20' required, 11.4' proposed • ETU and Pump Station to South Property Line — 10' required, 3.8' proposed ETU and Pump Station to Residence — 10' required, 4.7' proposed • Effluent force main to Residence — 10' required, 3.7' proposed r Section S' List the names, parcel. addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name Christopher Martin Address 3700 372 Cleverdale Road Tax Map ID 226. 12-1 -61 South Name Jeffrey A_ Greenhouse Address 364 Cleverdale Road "fax Map ID 226.12-1 -63 East Name Lake George Address Tax Map ID West Name Richard D Mead Revocable Trust Address 365 Cleverdale Road Tax Map ID 226. 12-1 -54 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of O,ueensbury from any liabilities on the plumbing and septic system located at: 366 Cleverdale Rd _ i/We realize that putting the well, septic tank or leaching system less than the required 100 feet from the Water Supply .+� may increase the risk of pollution. Owner—Print Name. ��"'�'� ' � �►'` Owner-5>gnature: Date! Section 10; NEIIG BOR OR TENANT RELEASE STATEMENT (Tapplicable) I/We do hereby relieve the Town of Q.ueensbury from any liabilities on the plumbing and septic system located at: I/We realize that puttirig the well, septic tank or leaching system less than the required feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name: Neighbor/Tenant-Signature: date: Septic Variance Application Nevised December 2021 Sect_ i_ on 11: AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: Katheryn and Daniel l+ eMorrow ------------------------------------------ Designates: Hutchins Engineering Pl LC as agent regarding the Septic Variance for Site Address: 366 Cieverdale Road Tax Map #: 226, 12--1 -62 Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc, as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein, the Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement OfIcers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health, It is the applicants responsibility to obtaln any additional permits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the designated stenographer, the handwritten minutes shall be deemed the official record. I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: OWNER—PRINT NAME. OWNER----SIGNATURE: 7:P—C A � DATE: 05/09/2023 AGENT—PRINT NAME: G ' oma Hut ins, P . E. AGENT—SIGNATURE: DATE: 05I0912023 Septic variance Apiatication Revised December 2021 .s x tic N/F OF ' rep 4^' 'W MARTIN ASPHALT 3'W (WATER SUPPLY FROM RON ROD FOUND 1 DRIVE = LAKEGEORGE) ON LINE, NORTH OP A8 / Z' ' IRON PIPE FOUND O'3 ~ ' - SOUTHEAST CORNER _ / - S88°32'00"E 105.49' CONCRETE Z IPF 341.8 RIP RAPCONCRETE 341.9+� WIDTy 1:2P T-A_ � F 346.4+ -►,,, 338.3 6 _ CURB ON LINE- SHE D 96.4' I i ' - 23.2 '4 1 I ' ' +345.5 ' CRUSHED STONE ^� PARKING AREA x' _10' P,L, SETBACK +336.s _ _ _ _ ' r I (WASTEWATER) 1 338.7 �C -� COMPLIANT WASTEWATER I iW J f � I• Q ABSORPTION FIELD Q 338.8 I W ENVELOPE REALIGNED STONE N PROPOSED SEDIMENT R -,--PROPOSED WALL & STAIRS CONTROL FENCE 4 3' W ONE P�� i 13 hI I I I I I ! ------ MEAN F1IGF1 WATER - 320.20 DECK I 1-- MEAN LOW WATER - 317.74 1 1 V Iaj# o � PROOSED I STONEPABSO iRP770 BED ' �� O ' BASE EL. 339.0 m 338. +J >1 2 STORY WOOD FRAMED I I DECK , � 'tLU I Area SToN ��<< 1s�' o HOUSE I I 6859.0± sq, ft. oil 0. 16 Acres N LSTNE STEPS N ° LL BOAT WITH 0� DE 339. + I N �40•S ° lq / i I I � � 339.2 � I ' / 339.0+ tih' ON�39� I WM s9 3389+ _IO' P.L. SETBACK I (WASTEWATER) I vI REALIGNED STONE WALKWAY PROPOSED 4" HOUSE SEWER COVERED PORCH s FM FM FM 33 M FM 33A'y OX. W/W /30' STONE VKUt'UStU VAKlA1VLC 1 SUMMARY ABSORPTION FIELD §136-9.D. - HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES: LAKE SETBACK - 100' REQ'D, 96.4' PROPOSED, 3.6' RELIEF REQUESTED SIDE SETBACK - 10' REQ'D, 3.9' PROPOSED, 6.1' RELIEF REQUESTED HOUSE SETBACK - 20' REQ'D, 11.4' PROPOSED, &6' RELIEF REQUESTED ENHANCED TREATMENT UNIT & PUMP STATION WASTEWATER REPLACEMENT PLAN GRAPHIC SCALE SCALE: 1 "= 6' 3 0 1.5 3 6 12 ( IN FEET ) PREVIOUSLY ISSUED VARIANCE RESOLUTION official newspaper and the Local Bead of Health day 000ducud a public hearing cocaning the s.the* RESOLUTION APPROVING KATHERYN AND DANIEL MCMORROW S varianco requests on Monday, July 25°, 2016, and 3. Absorption area m be 11.4' fiom the dwelling instead of the required 20' setback; APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES 4. Septic tank and pump station to be 3.4' from the property line instead of the WHEREAS, the Town Clerk's Office has advised tlha it duly notified all property owners required 10' saba* RESOLUTION NO.:BOH 24, 2016 within 500 feet of die subjem property, 5. Septic tank and pump station to bc4.7' from the dwelling instead ofthe required 10' INTRODUCED BY: Mr. Anthony Mghier setback, and WHO MOVED ITS ADOPTION NOW, THEREFORE, BE rr 6. Effluent line to distribution box (face main) to be 3.7 from the dwelling instead of SECONDED BY: Mr. Brian Clements the required 10' setback and 9.7' from the property line instead of the required 10' RESOLVED, that "- wk,* WHEREAS, Kaheryn and Daniel McMorrow, filed an application for variaocea from provisions of the Town of QueensMuy On -Sits Sewage Disposal Ordinance, Chapter 136 to replace 1. due to the nature of the variances, the Local Board of Heath deter- that die on property located at 366 Cl-axiale Road, Quemabay and bearing Tex Map No.: 226.12-1-62, a failing waatewaer system with dire puraflo peat biofilter units, with a 12' z 28' 1.5' stare variances would nor be materially detrimental to the purposes and objectives of this and absorption bed as follows: Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives ofany Town plan or policy; and BE ff FURTHER, 1. Absorption area to be 96.4' &in Lake George instead of the required 100' setback; and granting of the variances ta for the 2. the Local Board of Heath finds that tbe neceseary RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by 2. Absorption area in be 3.9' from the side property true instead of the required 10' rca=able use of the land and is the minima® variances which woad affmate to certified mail a certified copy ofthis Resolution to the Adirondack Park Agency far its review, and setbaciG specific unnecessary hardship found by to L-11 Bond of Health to affect the 3. Absorption sea to be 11.4' from the dwelling instead fthe requ'ved 20' setback; applicants; and BE 1T FURTHER, 4. Septic rink and pump station to be 3.4' fimn the property line instead of the required 10' setback; BE fr FURTHER, RESOLVED, that this appmva Resolution shaft not be effective until 30 days after such 5. Septic tank and push station to be 4.7' from the dwelling indeed of the required 10' notice to the Adirondack Pak Agency and shall be subject to any lawful action by the Adirondack sel6nc1; and RESOLVED, that the Local Board of Health hereby appmvm the application of Kaheryn Pak Agency drrmg such period 6. Effluent Ire to distribution box (foroe man) to be 3.7 from the dwelling instead of and Daniel McMorrow, for variances from the Sewage Disposal Ordnance to repl= a failing Duty adopted tbis 25a day of July, 2016, by the following vole: the rearmed IO' aetWck and 9.7' from the popery line instead ofthe requvcd 10' waeawater with three system pureflo pea biofilar umta, with a 12' z 28' 1.5' since absorption bed setbacli; as follows: AYES Mr. Stiough, Mr. Metivier, Mr. Clements, NOES : None on property located at 366 Cleverdale Road, Queeusbury, and 1. Absorption area to be 96.4' from Lab George indeed of the ra*dzed 100' setback; and ABSENT: Mt. VahNeea, Mr. high 2. Absorption area to be 3.9' from the side property line instead of die required 10' WHEREAS, the Town CloWs Office published the Notice of Public Heating in the Town's 2 3 SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" SDR-26 PVC OR SDR-9 HDPE, MAINTAIN 4' MINIMUM COVER AND POS177VE DRAINBACK TO PUMP STATION. ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-112" WASHED CRUSHED STONE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 14ON OR EQUIVALENT. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. PREVIOUSLY APPROVED VARIANCE SUMMARY ABSORPTION FIELD §136-9.D• - HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES: LAKE SETBACK - 100' REQ'D, 96.4' PROPOSED, 3.6' RELIEF REQUESTED SIDE SETBACK - 10' REQ'D, 3.9' PROPOSED, 6.1' RELIEF REQUESTED HOUSE SETBACK - 20' REQ'D, 11.4' PROPOSED, 8.6' RELIEF REQUESTED SEPTIC TANK & PUMP STATION SIDE SETBACK - 10' REQ'D, 3.4' PROPOSED, 6.6' RELIEF REQUESTED HOUSE SETBACK - 10' REQ'D, 4.7' PROPOSED, 5.3' RELIEF REQUESTED EFFLUENT LINE TO D-BOX (FORCE MAIN HOUSE SETBACK - 10' REQ'D, 3.7' PROPOSED, 6.3' RELIEF REQUESTED SIDE SETBACK - 10' REQ'D, 9.4' PROPOSED, Dig ®PA Safely. New AYork Call Before You Dig Wait The Required Time 13 Confirm Utility Response 11 Respect The Marks Dig With Care 800-962-7962 www.digeafelynevwyork.com WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK - FUJICLEAN ENHANCED TREATMENT UNIT CE-5 PUMP S TA 71ON - 1000 GAL PRECAST CONCRETE DESIGN APPLICATION RATE: .8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLATION RATE ABSORPTION BED AREA REQ'D = (330 GPD)/(.8 GPD/SF) = 413 SFL 33% REDUCTION FOR E.T.U. = 277 SF REQ'D ABSORPTION BED AREA PROVIDED = 10 x28' = 280 SF POTABLE WATER SUPPLY IS LAKE WATER SUPPLY TAX MAP # 226a 12-1-62 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 0.6' RELIEF REQUESTED 2 1 REVISED WASTEWATER SYSTEM DESIGN -REISSUED FOR SEPTIC VARIANCE 5110123 1 ADDED RESOLUTION - ISSUED FOR SEPTIC PERMIT 9/9/16 0 ISSUED FOR SEPTIC VARIANCE 7/6/16 No. REVISIONS Date MAP REFERENCE: WASTEWATER REPLACEMENT PLAN BASE INFORMATION FROM "MAP OF A SURVEY prepared for: MADE FOR KATHERYN & DANIEL MCMORROW" Kathe n & Daniel McMorrow DATED DECEMBER 6, 2011, PREPARED BY. rY T1 366 Cloverdale Road c'i all 1-1 u S e� Town of Queensbury, Warren County, NY �1 S t e v e s Drawn: LWD/JRS/WGC Checked: GTH Scale: 1 "=6' Date: 712612012 Land Surveyors 169 Haviland Road 169 Haviland Road Queenebury, New York 12804 Queensbury, NY 12804 29574-01-S 1 (518) 745-0307 Phone (518) 792-8474 New York Uc. No. 50135 Hutchins Engineering PLLC (518) 745-0308 Fax INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN 1/4" PER FOOT 1 8" PER FOOT LEVELS AS INDICATED MIN. SLOPE 2" MIN. ° SLOPE 4" HOUSE SEWER BALL VALVE 4" EFFLUENT SEWER -T INSTALL VALVES AND UNIONS SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY _ ALARM 3" ABOVE 'PUMP ON' BALL CHECK VALVE & LAG PUMP ON 59" PUMP ON a FLOAT SWITCHES — INSTALL INSIDE PUMP PIT FLOAT SWITCHES — C IN LOCATION ACCESSIBLE INSTALL INSIDE PUMP PIT PUMP OFF WITHOUT PIT ENTRY IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY 16" MIN. VOLUME OF DOSE TO LOCATED IN "PUMP STATION NOTES" ° ° a a °- a 1,000 GALLON PRECAST CONCRETE PUMP FUJICLEAN USA MODEL CE-5 STATION ENHANCED TREATMENT UNIT EXCAVATION, PREPARATION, AND BACKFILL TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION MANUAL. 347 SEPTIC TANK & PUMP STATION DETAIL NTS EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. TRANSITION TO 4" OUTSIDE OF D—BOX 2" FORCEMAIN �-- 2" SCH-40 PVC PIPING INSIDE WET WELL THROUGH WALL :UNION — LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND PUMP REMOVED MTHOUT TANK ENTRY REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL GOULDS WE03M EFFLUENT PUMPS (DUPLEX) 347 346 345 344 343 342 341 340 339 338 337 336 335 334 12" MIN. COVER DISTRIBUTION BOX BAFFLE --"I' USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR-35 SOLID HEADER TO ABSORPTION LATERALS, 118" PER FOOT MIN SLOPE PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. 2" MIN. 2" MIN. DROP BETWEEN INVERTS PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, TIME DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE DUPLEX TIME DEMAND CONTROLLER, WITH PUMP RUN TIME LOGGING. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE PUMP DOSING AND TO PROVIDE A 50 GAL DOSE, WITH 2 HOUR TIME DELAY BETWEEN DOSE PER PUMP. PUMPS TO BE GOULDS MODEL 3885, WE03M 230V, SINGLE PHASE, 20 GPM PUMP AT 24 FT TDH. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. 10,-0" 0. C. MAX. Z 0 N FLOW PERSPECTIVE 36" FENCE POST 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. SOIL BACKFILL SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND SECTION SEDIMENT CONTROL FENCE DETAIL NTS Dig %Safely. New/York FILL MATERIAL NOTES AFTER REMOVING ORGANICS, EXCAVATE FOR ABSORPTION BED, INSTALL ABSORPTION FIELD COMPONENTS AND PLACE SYSTEM FILL AS NEEDED TO PROVIDE THE REQUIRED BACKFILL GRADES AND TAPER AREAS. "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN —PLACE PERCOLATION RATE OF 3-5 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 109 BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANKS AND PUMP STATION MAY BE NATIVE MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL. SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA BORD NA MONA'S INSTRUCTIONS. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE ABSORPTION BED. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. TAX MAP # 226.12-1-62 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ■ Call Before You Dig ■ Wait The Required Time ■ Conflrm Utility Response ■ Respoot The Marks ■ Dig With Care 800.962.7962 www.dlgsafelynewyork.cmn