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Updated wastewater system plan 3/22/17 WASTEWATER SYSTEM DESIGN z � ----- �.I ed sank 2-BEDROOM DESIGN ,: . t a 41 cr� D-k' wood stairs Pa e5 f WATER SAVING FIXTURES - REPLACE EXIST. FIXTURES AS NEEDED -✓ ==f.: , � + Deck .i....CL .- CIRo FAUCETS) ,r 1.6 GPF MAX. FLUSH 3.0 GPM MAX. FAUCE ear —0 l M 4Sr r + � _D 1 GPD BEDROOMe DESIGN FLOW 1 0 ck �' � /�••. Z-R O . ei «. O U5 ,,. a 2. 13YO fI O l FLOW 220 GPD x SYSTEM DESIGN L Z f" r C� C I ,+ 7� C7 U S eck O r X —1 E EXIST.300�GAL POSSIBL I Ad or s n rn er' 5 4 D Y . Dock c o' k L POINT � . . HOLDING TANK TO � HOLDING TANK DESIGN s BE PUMPED&REMOVED Y OH TNG 5-DAYS- DESIGN FLOW 1100 GALS � �� �� NSD SIZING a r W TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED. Q � . 289:11.-1-29 n .: U, — — B.(2) L 136 11 Lands N/l=Of LANDS 0'i-' 3000 GAL § N INSTALL 2 1500 GAL POLYPROPYLENE TANKS IN SERIES 2 WII�IQM F(Q17CZ5/�QnAQn HANNAH ° � ( ) ... y " a. ✓. i ..,. ,`x „�� ."`,'�,,. `' X' � � ,.� ;;•. � ,f� �� " ��r�a�-r •� � ,,�a �_ ��� a � \....: :> . 1430/Z6 .� 3000 GAL TOTAL TO BE PROVIDED O �•• a a'�,rF.•'z:..y,,..r st` e ka y. .+T . VE r 2 6 P.L. Q POTABLE WATER SUPPLY IS EXISTING ON-SITE WELL , x \ .... . � V31, cfl a "910 HOLDING TANKS A os•• oMAINTAIN 50 MINIMUM SETBACK TO OLD 289. 11 1-28 � . • - : . •• = • - RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN ,.;:; .`�. �• r• ,w•,, .,,ti �. , AREA �? LANDS OF AR �,> r \: ..�.. .. .v ACTIVATED BY WARNING SHUT , .. .:. E WHEN A / �F WATER SUPPLY TO HOUSE ANSLE r . 9 39 2 ,� a . + DOWN ALARM ON PANEL $ 7 3 T� 3. 0.23 res j I OG C3. ,, �, G �, � � . HOLDING TANK ALARM NOTES 32.i 3 p .,..�.' X n n� vN �' p.L� "" ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM /-1 -� .., ,� _,.,. \ �� LOCATION �E `` t . ~�' EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND S , i+ �� O CO SETBACK'(y� c SYSTEM OR EQUIVAC NT LOCATION MAP SITE O O LL"' N o CONTROL FUNCTIONS. T ` O _ ti WHEN LEVEL OF TANK REACHES 507 CAPACITY, ALARM WILL INDICATE �� 4 f .•, SJ L O L . - \ "TANK HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM PANEL./"AXE - ''° 63.1' � a� ' 192.84 p TAKE �� TBActc s� `: WHEN LEVEL OF TANK REACHES 95q CAPACITY, AUDIBLE ALARM WILL Ss = M SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL". "55' W ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY 67 57 fl: e ` �� ' I N / UPON REACHING "TANK SHUTOFF LEVEL" F J PROP.4"PVC PROP.STONE/BOULDER\ \ \' r \ RETAINING WALL \ l�. HOUSE SEWER ` • r..Y. t SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW �,� 4W,=0Aex * Tor / � PROP.(2)1500 GAL \ � - � � �,. : 245 o `�°p�F � 3 POLYPROPYLENE THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. WOOD SEAWALL 4 t HOLDING TANKS IN SERIE w jS. �y w ti INF%LTRATOR IM-1530 OR QUAL AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS 5u` .• ^ F �� RE MIRED AFTER NSTALLATION LECTRI INSPECTION SEAL IS TO BE • �� 289.11-1-27 i / AF�XED TO ALARM CONTROL PANELE CAL LANDS N/F OF BARRY o VARIANCE SUMMARY k VACANT WELL L) ' VfNYL FENGE tu�L THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY � � z•. � VINYL ENCS _ CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: rn ka Il: Crushed 5tt�ne _ _ 71 Surface IjOLDING TANK INSTALLATION X136 11 A rv; rx, 2 . 11-1- - INSTALL TWO 1500 GALLON WASTEWATER HOLDING TANKS 89 33 . TAL EPARA71ON DISTANCES 136-9 D. 289.11-1-26Vliko w LANDS OF HORIZONTAL Sv .,sgt . azo MACKOWIAK - - REQUIRED, - ::: SIDE SETBACK 10 R LANDS N/F OF BUR KE _ 5' PROPOSED5' OFR ES1ED RELIEF REQU �2 SITE LOCATION �G l - BUILDING SETBACK - 10' REQUIRED, NEIGHBORHOOD MAP azo _ / Ngi�FpU� 3' PROPOSED - 7' OF RELIEF REQUESTED 67.28. s - NEIGHBORING WELL SETBACK - 50 REQUIRED, ® a 69'_$5 N5• 42' PROPOSED - 8' OF RELIEF REQUESTED WELL+ 47 29,w _— --- SYSTEM MATERIAL SPECIFICATIONS 4° HOUSE SEWER PIPE ` PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT p� F 7d. 289 1_,1 1 59 3`12 MINIMUM SLOPE. WASTEWATER SYSTEM PLAN LANA$ NlF OF HOLDING TANK CONNECTOR PIPE 419__ JOHNSON SCALE: 1"=20' T PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL LEVEL BACKFILL MATERIAL GRAPHIC SCALE BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES 10 0 5 10 20 40 ply rj�\Vt �2,.` GREATER THAN 1". 6a do IN FEET APPROXIMATE POLYETHYLENE EXTENSION POLYETHYLENE EXTENSION FINISH GRADE TO GRADE WITH TAMPER TO GRADE WITH TAMPER RESISTANT ACCESS COVER RESISTANT ACCESS COVER 1500 GALLON 12"± 4" PVC SDR-35 INJECTION MOLDED CONNECTOR PIPE 12"t POLYPROPYLENE SEPTIC TANK 4" SDR-35 PVC " INSTALLED LEVEL INSTALLED AS HOLDING TANK INLET 3 SEALED WATERTIGHT LIQUID LEVEL O LIQUID LEVEL M/N. SLOPE 1/4" PER FOOT 16" INSTALL FLOAT SWITCHES TO OPERATE ALARM PANEL 50q CAPACITY AT INDICATED LEVELS WATERTIGHT SLEEVE (1500 GAL) 95% CAPACITY WARNING LEVEL (4275 GAL) AND SEAL (TYP.) ALARM LIGHT ON ALARM/SHUT DOWN w'ARYI 1500 GALLON ALARM ON I INJECTION MOLDED J POLYPROPYLENE SEP71C TANK RE INSTALLED AS HOLDING TANK P ONL , ; IEION 67f PEA GRAVEL 6"f PEA GRAVEL FOR S�R HOLDING TANK NOTES HOLDING TANKS IN SERIES DETAILFOR C®N ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE NOT DEPARTMENT OF HEALTH AND SHALL BE OF INJECTION MOLDED NTS POLYPROPYLENE AS MANUFACTURED BY INFILTRATOR WATER TECHNOLOGIES TAX MAP ` 289.11-1-28 MODEL IM-1530 OR EQUIVALENT ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, A 12" MIN. COURSE OF CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. RUBBER GASKETS SHALL BE INSTALLED IN ALL INLETS AND OUTLETS. TANKS ARE NOT APPROPRIATE TO BE INSTALLED /N TRAFFIC AREAS. 1 REVISED TO 2-TANK DESIGN, RESUBMIT TO BOARD OF HEALTH 3/7/17 TANKS TO BE BACKFILLED WITH CLEAN SAND FILL; NATIVE COBBLY. BOULDERY SOILS ARE NOT ACCEPTABLE AS BACKFILL MATERIAL. 0 ISSUED FOR WASTEWATER VARIANCE 1/25/17 ALL SEAMS, PENETRATIONS, & ACCESS COVERS MUST BE MAINTAINED N o. Revisions Date WATERTIGHT BY INSTALLER. FIELD COAT ADDITIONAL PENETRATIONS AS /� /� p �+ n /� /� R//��+ NECESSARY WITH WATERTIGHT SEALANT. WASTEWATER SY TE1!/1 PLAN - HOLDING T/`1►VK MAP REFERENCES 1. BASE MAPPING TAKEN FROM: "MAP OF A SURVEY prepared for: MADE FOR BERNARD K. & CANDACE R. GANSLE" Bernard & Candace Gansle DATED JUNE 10, 2016, REVISED SEPTEMBER 12, pr 2016, PREPARED BY- VAN DUSEN & STEVES LAND ®'g Safe' s SURVEYORS, QUEENSBURY, NY 5 Glen Hall Drive Mew ®York 2. "MAP OF A SURVEY MADE FOR RONALD B. & Town of Queensbury, Warren County, NY EM Cali Before You Dig WASTEWATER SYSTEM SETBACK SCHEDULE CYNTHIA F. MACKOMAK" DATED SEPTEMBER 29, 19 Wait The Required Time 2009 PREPARED BY.• VAN DUSEN & STEVES LAND Drawn: LWD Checked: GTH Scale: NOTED Date: 11/15/2016 IM Confirm utility Response PROPERTY LINE WELLS GLEN LAKE HOUSE SURVEYORS, QUEENSBURY, NY 169 Hoviland Rood IM Respect The Marks 3. "MAP OF A SURVEY MADE FOR BARBARA C. IM Dig with Care HOLDING TANK 10' 50' 50' 10' BARRY" DATED SEPTEMBER 6, 2016 PREPARED BY- Queensbury, NY 12804 291085-01 800■962.7962 VAN DUSEN & STEVES LAND SURVEYORS, (518) 745-0307 Phone www.digsafelynewyork.com QUEENSBURY, NY Hutchens Engineering 518) 745-0308 Fax