Septic and Stormwater Details - Map sOBDEs Eo:PGL E 1 LENS ESTE STALI POLYLOK -- --- SYSTEM FILL MATERIAL NOTES _ -
FxTFNs10N TO CHAUEvL122 FUER SUCH LIAT IT IS --.- _ _..._ -- - + '
TAMPER BE IN Access Rcgour ISFEA, EBE THRDUGII SITE DEVELOPMENT DATA r
COVER
(NON
-IRAFFC AREAS) ��� / TANK ACCESS COVER _ ,,,,, AFTER REMO NG ORGANICS, PLACE SYSTEM. A AS' NEEDED i0 1 I I I��
+� NrIG / ESTABLISH REQ FID VER GRADES OTIE ENTIRE AREA pF.PROPOSED l
En: BS' 11.BED AND TAPER AREA III l r I
___ ...... -- z - ....._ ._.....___ i
FINEAUS I
EIM REAS REAS TO BE LOAMY SAND III WITH IN-PLACE STABIIIIED 1
T gv i ¢ 0 51Y EM III
12"MIN.
CUVE2 / G
RN,
SF PERCOLATION RTE F 3 5 MARNFS PER IN TEM FILL TO BE : +
n .. MII
STABILIZED IN 9 HER TO REQUIRED TAKES PRIOR t0 CONSTRUCTING
1/B"PER FOOT 12" N COVER I SF AHS'OFPIION D FILL MA IEH AL INCLUDING A 4 FOP5011.LAYER 1 ( '' I
MIN SLOPE 'TRIBUTION BOX - __- .._ FUTURE 3' ORZDNlq Y FROM FREE E E OF THE BFO. TAPER TI IE FL( M':,.
'3 u/5 _ ARtA TO MEETIN ME FAILING GRACE AT A M UM 123 SLOPE
— LIEUN LEVEL f 4"r.._NT SOWER 1Utmf, 9 51%
-"— ---- '--- '�® t :.. ERZ ImPER JSa% NSI'ILEH 10 N011F' EN POSED SOURCE OF SFF FILE
_ _ .. ._ TERAL PRldi i0 TRANS 0 is PERLO TION FEST MUSE /
16 18^ dATTLT� r _ _I__. PERFORMED PRIOR TO INST LI ON OF ABSORPIION BEO TO VERITY (
......�. MIN �{ WELL THAT FILL MF1'
USE SVEED LEERS TO! / v-MIIv J WASTEWATER b'YSTEM SETBACK SCHEDULE DRAL MCEra THE DFSIG'N CRfTvAA. t \
ASSURE All SAW EL VAID1 +
EXACRY FREE SAME ELEVATION / - SIT i YY f
i- MIN URDP ABSORPTION FIELD NOTES /
' 4"PVL'.SDR 3 SOLID HEADER BETWEEN INVEkts ER VF.H {
TO ABS° TION FIELD 1/A" i IS OESIG U LIES STA 0 RD PIPE-IN-STONE ABSORPTION IN
�_ �6.-_ 100' i
SORPt_ i p_ INSTALLED N SHALLOW CONFGUR PDN. CUT A TREES,SI11MP5 ANO (I
L o N,DEPTH -- USE 1HACNOED EOUIPMENTHFOR ALL WORK INCABSORPT ION FIELD ARFF
PFR FOOT IN SLOPE /
3O"MIN. ] D OCHER VEGETATION AT GRADE FlNO RFMOVf. R MOV[STUMPS AND
AN,MAx SEPTIC TANK NOTES �--�-- Iih"""°ON LOCATION MAP
ALL UMTS SHALL COMPLY WITH INE ReauIREMENTS OF THE New YORK RIATE pEPARTMENI SITE SETBACKS -
OF HFALM AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA --r� REQIU
L'ONSIRUC!DRAINAGE SWAGE UPGRAOC OF SYSTCM IN ORDER YO DIVERT'ENE�R5E5 DRFoo ALENI. SYSTEM INSTALLATION NOTES
MINMUM 2X WDTH -- SURFACE RUNOFF AROUND ABSORPTION FELT
DRI ALL SrRUCNHEs.SHALT L'ED O IRM,COMVALT SANO OH G(tAVEL BASE WHERE _ 6 CDNSTRUC TION SHA L BE AS.SNOYM ON lH5 DRAW1NG AID N ACCONCE'MIH THE N
EXCESSASIL•CONDI E s E UNSUITABLE USHED STONE SHALL BE PLACED AS 2B.B' WASTEWATER SYSTEM DESIGN IND DUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE,Br iO ACBIEVE Sr B E BASE isIE29.6' 2-BEDNOIIM RFSIOFNCE SEP7C A K L CH IELOS.
SEPTC TANKS I STA f TRAFFIC AREAS SHALL BE OF EXITtA HEAVY CONRUCFION pE5'IGN FLO - PD/BEDRO_ DESIG FO FOR H 2O EEL LOAIJING 5k0� SYSTEM DESIGN F(.OW-220 GPO A(IER EXLAVATION OF'10'WIDE X 24'LONG ABSORPTION BCD i0 PIE DEPT15 REQUIRED,
1 000 GAI PRECAST CONCRETE SFPi1C TANK ( JEINi5 BELOW THE LIQU10 LEVEL MUST E ) s4SEPtIC TANK-PROP.1,000 GALLON PRECAST CONCHh iE BE CLEANED ANO RAKED IN oRUEft i0 LOOSEN SMEARED AREAS OF 501E
AL1.JOINTS MUSE BE E LED WI'iH Htl(YI.SEALANTBE TCSTED BFFORE'BACKFILLING — -__..... pUMP SYATON-PRW.SW GALLON PREc'AS1'CONCRtlE
SEPTIC TANK DETAIL —=i AS I
APPLDAiION RATE TO EXI5W SOIL:.95 CPO/SI BASED ON EXERCISED i0 AVOID INCLUSION US FINE GRAINED SUITS ANN WASTE IRCURA AIN BE
STO?
i P AGEMENT OF CRUSHED PIPE.AND FILLIFT PASESSE
NTS
4'PVC EFFLUENT'\ 10"0" 'FENCE POST' 1-5 MIN/IN PERCSAP RATE
SEWER ` '� OC MAA / DR VEN MINMUM 16" STRAIGHT CONFINE
r % THE'PPE.SHOULD BE LIG AI THE GRADES IRLE OLEOMAINTAINING
INTO GROIND REO'Q (220 GPO)/(9GPO/SF) PIPE SHALL BE LAID'MIF
'PROXIMATE-• i--4"MINIMUM Tot'OIL ON D/STHIBUTION BOX � 9L5_'ONYllPN FUR..� HUMPS,SEPARATED JOINTS OR OPIER UNSUITABIF f.ON01110N5
10 HCU WIDTH ENTIRE BACKFILL.AREA; 1 SILT STOP EMBED IN SAIDSF
TING GRADE `I o„E a 1 L .'�-- �! ) GROUND 8"MIN.
T SLED AND tSTABI ISH TURF f", T ."-' I ,1}" --- i- E--T� ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINIAIL AND DIVERT SURFACE RUN°i
�'�`�, i
2,5',E i pQ�YMPIIINJ n AREA PROMO 10'x24=240 SF F2L0
POTABLE—FE SUPPLY IS TO 6E ON-SITE WELL DO NOT USC LEAVY EQUIPMENT WITHIN MC AB90RPTION AREA AFTER PIPING HAS BEEN xL
LIMIT OF 10"x24 f MAINTAIN 50'MINIMUM SEPARATED BETWEEN SEPTL'TANK&WFII _
I SFONE BED 1 2 l ".. i MAINTAIN 100'MINIMUM SEPARATION BETWEEN ABSORPPON YIELD k WELL THE ASTEATER TREAIMENT.SYSFEM IS DESIGNED AND APPROVED BASED UPON':I
CONSERNNG FIXNRES AND A DESIGN FIQW OF IIA GPO PER BEDROOM THE Sl
BACKIILL MATERIAL AS NEEDED'-' -10'x24'CRASHED STONE 8"MIN. ACCOMMOMA.iE EXP2EME AIER U5'E FIXNRE;,SUCH AS JACUZ/ i E SENT cubs OR v
ro ESTABLISH crzaDEs ABsoRPHaN BED :� SITE SOILS DATA FEE 1 C—ATON of NEN CONSERVING WATER FUETURE re TREME—USE(IS
I -- Ea
ABSORPTION BED SECTION s `
APPROVAL OF WASTEWATER TREATMENT SYSTEM.
4'PERFORATED PVC LATERALS }� / / L--d-4117/16 BY FOM fdUTCITINS,
NTS i r H FOOLING GARAGE,CELLAR AND SURFACE WFl1ER DRAINAGE HUSi BEE WOEO FRO
oM _ n-6 -ioasrolL
INSTALLED NEAR IEVFL IN i.\ I. PERSPECTIVE —SOIL BAGKFlLL 6-53 -MEDIUM LIGHT BROWN:MEDIUM SE
QED CONFIGURATION iTT : `, �f24' I FINE SANG,.UNIFORM CONSTRUCT DRAINAGE SWALE UPGRADE OE'SYCEM IN ORDER i0 DIVERT SUR RUNOFF
MINI UM TOPSOIL ON ,_ -36 FEN 1=oS1 _SYSTEM MATERIAL SPECIFICATIONS
ENTIRE BACKFILL AREA; APPROXIMATE' i'
.D AND ESTABLISH TUR EXISTING CRAOC i ) O GROONOWAIER EVIDENCE SEEN i .11.1
24"BET) x'.uirn,ui.a x«a. '1--'-S--._--: 4 yi r]u.,v...+.........
^^EENcm ..� {., t i -^ '""`..^'�1, /.caouNDe 11 Mw , .,,,.>. r. , ..� ra11/z was
�M�b I Torre
I;.�, 1 i,t' :I row 1 uNo1EwRBLD AROUND _VARIANCE SbMMARY FLOOR AREA RATIO EhF uENT( TEH rE HAVE 1/1e-INCH FLTRArDAD,POLYioK PL 122 OR EAUWLENT
/ ) + _\ _ "� I ORELINE bU1LUING SETBACK ZONE-WR(WAFFRFRGNT RESIOENTIA_)
I({ <I" %I MaxIMUM Fl.00R aREq aqua D2z I.
(AVG.OF 2 ADJOINING PARCELS) P G i0 9h SD .f5 CH 40 PVC INtiiALI W{FH 1/B"PER FOOT MINIMUM SLOPE
f T z PARCEL AREA 59ENCTIPPER ,800 SF
, PROPOSED FL E B E 4.8 OZ/Ay NON-WOVEN EEPARAPON FABRIC TANCAFE MIRAFI 14.I
i.
EL—
TOTAL ALLOWABLE FLOOR AREA
136OF RELIEF REQUESTED =59,800 SF x GRE-Fo, IF E
+{2 s [• 15 h- SEDIMENT CONTROL.FENCE DETAIL 2, yvy-4-OSO A�-ROAD FRENTAGE I PIPING TO BE 4"SOR-s5 oR SCHEDULE 40 PVC.INSTALL WT{1/4'PeR F007 MINIMUM St
waD-- -"4"SDR-35 PVC PFRFGNATED th IER FABRIC, 4.__J t. J llT( IV—l. 1_V__ . TOWN ROAD FRONTAGE DOES NOT FIRST FLOOR AREA BdG SF ACSR FILL
TF OF
LATERAL INSTALLED NEAR TENCATE MIRAFI 140N -� 10• NTS ` "PRONDE ACTUAL PHYSICAL ACCESS SECOND FLOOR AREA=620 OF DESCRIBED IN"SYSTEM FILL MATERIAL NOTES,"
CALLY LEVEL,IN BED CONFIGURATION OR EQUIVALENT '� TO AND FROM THE LOT..' 'TOT
NOTAL FLOOR AREA 1.240 SF L
ACKED PLACE 4"MINMUM TOPSOIL°VER ENTIRE BACKfILt AREL.,SEED MULCH,AND ESTABLISH it
=MENr. ABSORPTION BED PROFILE ,. ABSORPTION BED PLAN
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639.80 N22-.°7.___.9'o --
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MAP REFERENCE: SITE PLAN
508 BASE P INFORMATI1 FROM "MAP OF A prepeied(oF
Com mon With Others 3/4•' IPF SURVEY MADE AlFDAVID!.. ll IS&BRIAN
-- -"_-- J / Asaa(oroncemn Bocuea snuWAR Iry THE rEW of .David Bogue
/ / I HooKO(DeedB 1350,Fuge 1%y OUEENSNO Y, WARREN COUNTY, NEW YORK.
Da reO NDVEMHERB 21LF PREPAREn er 145 Eagan Road
MAP REFERENCE:. Town of Queensbury,Warren Co
L ndsKITof B _.REF an Dus e —
JeffreyBKath Edwards AC] ~�I i I ODITONAL INFORMATION FROM SITE PLA & LaZld. S& n Drown:JRS�__I,ecked :j SCue NOIR
Y H ! OE(AILS PREPARED FOR E RDS^ steve5 16911 Land Road
1346/33 (TO BE aEtOLATED) J �i SITUAITO ON EAGAN ROAD 1 THE TOM OF
OIlEENSBURY,WARREN cE N s TE F EW 1 rveyors Q s.,,NY 1250
I-= 'WASTEWATER SYSTEM PLAN i YORK L sT REVISED M 2012.PREP'RED c (516)74sf 0Sm anode
SCALE 1"�3O' 1 I er HuCCEN ENC NEERNm (,e]aur,,,, Hutchins Engineering 516 74.5-0306 ED,