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2014-395 Closed TOWN OF QUEENSBURY CL 742 Bay Road,Queensbury.NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140395 Application Number: A20140395 Tax Map No: 523400-227-009-0001-012-000-0000 Permission is hereby granted to: ABELE. CHRIS For property located at: 102 ROCKHURST 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: ROCKHURST, LLC Septic Alteration Residential 14 BEDFORD Cir Total Value MECHANICVILLE NY 12118-0000 Contractor or Builder's Name /Address Electrical Inspection Agency CRANDALL EXCAVATING 793-0431 63 WOODCHUCK HILL Rd LAKE GEORGE NY 12845-0000 Plans&Specifications 2014-395 Res. Septic Alteration - in anticipation of BP application for SFD per"35-2014, SP29-2014 and BOH 12-2014 $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 02,2015 (If a longer period is required,an application for an extension most be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o Quee ury;/ / ues , e [ember 02,2014 SIGNED BY 441 � for the Town of Queensbury. V Director of Building& Code Enforcement 'SEPTIC DISPOSAL PERMIT C� , Officefllse:Onl. V �� DATE. J i , Received uAUG Map.l TAxIG1APID I O erfth�itt�NF�eoe. 21 — LOCAIONOFINST EAWrorAS als: APPLICANT :PHONE/E=IVIAIC ADDRESS 1 ic r V l� , I'v V INSTALLER/BuILDER: (��. _ PHONE/.E-MAIL & Vd'L ADDRESS: OWNER PHONE/.F MA.1L_, , ��" �7 / Address CONTACT PERSONFOR BUILDING&CODES COMPLIANCE: PHONE RESIDENCEINFORMATION 4 Year Built #oE-bedrooms X: ailons per bedroom Natal!I]aly_Flow 1980 or-older .Garbage.grinder installed _Y —N 198'1-199i Z b Spa or Hot Tub installed _Y _N 1 992-Present PARCEL INFORMATION Topography . Flat'-rolling Steep slope %.slope Soil Nature ;Sand Loath Clay Other Groundwater At what:depth? Bedrock I Impervious Material At what depth? Domestic,Water Supply Municipal .Well(if WeIIj-W4tdr;supply from,any septic system absotp#ion is ft.) Percolation Fast Rate: ,per minute peg inch(test to be_complefe4 by..licensed engineering%architect) PROP.oSED,SYSTEM FOR NEW CONSTRUCTION Tank Size �_gallons(minimum size 1,000 gallons,;ardd:250 gallons to-size for:each garbage grinder or.spa or hortub) System Type Absorptiomfield°with421,stone Total length 'ft.;,Each trench x. Seepage Pit with#3.stone How.many! . . ;size. Alternative System 'bed ot.otbe"r-type2 Holding Tank.System Total:regtlredcapacfty7 Tank size #of tanks 'Notes-,,1).Alarrn,system&associated electrical work must:be inspected by a Town:approved4lectrlcat inspection agency;2)We will-no.longer allow systems'to be covered until such.time:as an As=Built plan is received'&approved. The.installed system must:match the septic system layout on fife—no exceptions. .DEcLARAnoN: .Any permit,or.approvai:granted which:is based upon.or:is granted in.relian,o upon any material representatioh or failure to make a.material.fact or cirmrns#ance,know by°-or on behalf of an applicant.,shall be void: I have read the regulations and agree to abide:by these and I require -nts` f the Town of Queensbor Sanitary Sewage Disposal Ordinance_. Print Name: r! c Date: Signature: A A Dater Q 6 Town of,Queensbury Building&.Codes 'Principal Structure Application July 2014 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received, Q Name: Inspected on: OCT1 c C -o I Location: -Yd rive: �V, - a.m./p.m. Permit No.: l ^��� Inspector's Initials: ry Comments and/or diagram Soil Type: Sand/Loam/Clay n �� Type of Water: Municipal/Well Water � �—��C► �" Waterline separation distance ft. Well separation distance ft. 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 v Size: x Stone Size: Piping Size Type tj Building to tank Tank to Distribution Box — Distribution Box to Field!Pit Opening Sealed: Y_N End Cap _Y_N Inlet/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 Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan _Y_N Engineer Report and As-Built _Y_N ETU Maintenance Contract provided _Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report C\2x "t 0 0 CQ I 0� lizLQ CN? z d CQ a a o F � zz 0 o X, J N Z E- a J 0 ; y co G EXISTING IG{ N Q TYPCIAL MAINTENANCE SCHEDULE: PAVEMENT 50'-0" z N ACTWTY sGImuLE EXISTING _ _.._.. _., ....... .: G Lu ENSURE THAT PAVER AREA IS CLEAN OF MONTHLY GROUND DEBRIS 6" MIN. MOUNTABLE BERM ENSURE THAT AREA DEWATERS BETWEEN MONTHLY AND AFTER STORMS FILTER CLOTH (OPTIONAL) V 1 STORMS o.5 ENSURE THAT THE AREA IS CLEAN OF MONTHLY PROFILE F SEDIMENTS �y MOW UPLAND AND ADJACENT AREAS, AND SEED AS NEEDED 50 —O MIN. + W 0 BARE APES INSTALLATION GUIDELMES Cr— _ V VACUUM SWEEP FREDULY TO KEEP SURFACE TYPICALLY 3 TO 4 TIMES A YEAR • POROUS PAVERS AND ASSOCIATED SUBBASE Z W Y Q: FREE OF SEENTDIMENTS SHOULD BE INSTALLED TOWARD THE END ON THE W INSPECT THE SURFACE FOR DETERIORATION OR ANNUAL CONSTRUCTION PERIOD, UPSTEAM CONSTRUCTION SPALJNG SHOULD BE COMPLETED AND STABILIZED PRIOR o E-1 W Q W TO CONNECTION TO POROUS PAVERS. CONCRETE PAVER BY 1ECH0 POROUS PAVER AREAS SHOULD BE CLEARLY Im a' d MARKED PRIOR TO CONSTRUCTION TO AVOID ANY f EDGE RESTRAINT JOINT FILL: BLOCK "PERMEA" OR EQUAL SOIL DISTURBANCE AND COMPACTION DURING _ G h�, r REQUIRED WASHED STONE Y" INSTALL AND SPACE IN CONSTRUCTION. ., EXISTING ✓ J ACCORDANCE WITH SUBSURFACE AREA SHOULD BE EXCAVATED TO Q C N MANUFACTURES SPECIFICATION PROPER DEPTH, EXISTING SUBGRADE SHALL NOT N 12 MIN. PAVEMENT M H ` F BEDDING LAYER: Y� WASHED BE COMPACTED OR SUBJECTED TO EXCESSIVE � F/y�� (� a .y, L:,_U STONE (2" THICK) CONSTRUCTION EQUAND S ER PRIOR TO E AREA �L, x Z J J j;• ' +;; ...i`.:)'.r".;; OF COECTEXTILENSTRUCTION AND STONE BED. IF THE AREA l NON WOVEN GEOTEX➢LE FABRIC HAS BEEN COMPACTED DUE TO DISTURBANCE P N \/ EW r AND CONSTRUCTION EQUIPMENT LOADING DURING PLAN V VIEW YV Z H"i aE DECOMPACTED AND E- z u FOUNDATION: EARLIER STAGES OF CONSTRUCTION THE SYMBOL U] EO pa 00 ® ® 3/4" WASHED STONE (6" MIN) SUBSURFACE SHALL REESTOR12 ES Y TILLIOW NG HE BOTTOM SOIL TO A DEPTH OF Q V L y P4 C4 Zaww 'j FII�II-I�I 2�3ERWASHED STONE (6" MIN) MOUNTED DISC, ORD WITH A OUNTED TILLER. RIPPER, TRACTOR CONSTRUCTION SPECIFICATIONS x �y. 0 _ _ • LACE GEOTEXTILE AND STONE BED IMMEDIATELY x —LLIj= �= I 11110 Irk WOVEN GEOTEXTILE FABRIC [y W UPON APPROVAL OF SUBGRADE PREPARATION. QJ W il— FABRIC SHALL EXTEND AND BE SECURED AT h-I 0 W UNCOMPACTE SUBGRADE LEAST 4 FEET OUTSIDE of BED. THIS EDGE 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUMALENT. a+ ITT a ' F Z INFILTRATION RATE OF SOIL STRIP SHALL REMAIN IN PLACE UNTIL ALL BARE 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. C �J•� QH z NEEDS TO BE DETERMINED AND VEGETATED.US TO THE BEDS ARE STABILIZE 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. r , P-I Rt Z O 2 PERMEABLE PAVER SECTION 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE p v El W 19 W INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. Nor T❑ SCA_;: 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 m o 0 0 0 SLOPES WILL BE PERMITTED. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO a ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN J 1 AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR � p h N h SOIL RESTORATION SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH E� SOIL RESTORATION IS REQUIRED ON THIS SITE IN THE AREA OF THE OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. ~ PROPOSED PERMEABLE PAVERS ONCE FINAL SUBGRADE ELEVATION IS 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT P- W m a ACHIEVED. SOIL RESTORATION SHALL BE APPLIED AS FOLLOWS: TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, THIS MAY REQUIRE PERIODIC LLJ Q ti Ln N Q m TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF Ld 1. TILL SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, OR TILLER, MIXING, ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. W AND CIRCULATING AIR INTO SOIL. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 2. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS- OF 4 INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. O 3. INSTALL PAVEMENT SUBBASE IN ACCORDANCE WITH PERMEABLE STABILIZED CONSTRUCTION ENTRANCE w i wz wa mo PAVER DETAIL. NT SCALE0 w O F� W N z J Q P- U Z N W ^ (n F �/J 3 Elizabeth Wald _ r..z 4 ./, _/� STORMWATER DESIGN NOTES VON S AS IT HALL BEAR SOME V RUB TO FINISHED GRACE 1,/ d t AS IT BORE TO PRENOVS GRAPHIC SCALE 'TILT r EXISTING GRADE. H 0y 9L FV2T'Y/1 P.T 2'LAYER OF BARK MULCH. W REGULATORY AUTHORTY - TOWN OF QUEENSBURY ti O N VAN 5 + DESIGN� TANDARDS - TOWN OF QUEENSBURY CODE. CHAPTER 147 PLANTING NOTES 0 5 10 20 Bay ) 1 i '/JZ• t EXISTING TREES /N SHORELINE AREA TO REMAIN. SHORELINE BUFFER SUPPLEMENTED SCALE i PROJECT DESCRIPTION - THE PROPOSED PROJECT WILL RESULT IN THE -C1WE� WITH SHRUB AND GROUNDCOVER VEGETATION FROM THE NATIVE PLANT LIST 1 INCH -10 FOOT e W CONSTRUCTION OF A NEW RESIDENCE AND AN ASSOCIATED WASTEWATER j---- ------ �r(� SYSTEM. MILE THERE WILL BE A NET INCREASE IN IMPERVIOUS AREA AND �� IL v. REFERENCED HEREIN _ �, }(^ THERE WILL BE AN AREA OF DISNRBANCE OF APPROXIMATELY 6,640 SF. IN (N AIL TOWN OF OUE£NSBURY ZONING ORDNANCE CHAPTER 1]9-8-040 C (2)(a)and(b) 02 '� a / I ttt ACCORDANCE AN THE QUEENSBURY RECE OF ON$ OXITHI PROJECT FALLS UNDER DO-IT YOURSELF WA1£R QUALITY- BY TIE FUND FOR LAKE GEORGE PA-I • + TIE MINOR PROJECY CATEGORY. IN ACCORDANCE WTH THE QUEENSBURY �y 2. PLANTING OF SELECTED NATIVE GROUNDCOVER VEGETATION SHALL BE AS PER NDR'TM AS PER 1+ 7qN� c D REMOVE BURLAP LANDSCAPE CONTRACTOR'S RECOMMENDATION. D Q, 1 O E+ REGULATIONS FOR MINOR PROJECTS THE APPLICANT IS PROVIDING v� FROM TOP 1/3 OF eALL OR STORMWATER MANAGEMENT FOR ALL PROPOSED IMPERVIOUS AREAS AT THE Qj� IN..EFIrvISSH.GRADE. J. EXISTING TREES WITHIN 10'Of HOUSE, DRIVEWAY AND WALKWAY AREAS 70 BE REMOVED. DEED d: MAP REF• N "Z 1 �. 1 JURISDICTIONAL DESIGN RATE OF 1.5 GALLONS/SF. {JJ(JJ�I9W� Zp)4 O u Dley - '-U. U PROPOSED MANAGEMENT NT DEVICES - THE FOLLOWING BREAKDOWN PROVIDES W' 4. ALL DEAD, DISEASED AND DAMAGED TREES WITHIN 35'OF SHORELINE SHALL BE REMOVED. ,I INDIVIDUAL DRAINAGE AREAS FROM THE ASSOCIATED IMPERVIOUS SURFACES ALL OTHER SHORELINE CLEARANCE SHALL BE IN CONFORMANCE WF" 179-6-050. B.'.,} $atW:111 Ray/"Ej AND THE PROPOSED MANAGEMENT DEVICES. TOPSOIL MIXTURE. MI Z-I � P O / T LOCATION ` / ,--� RAIN GARDEN �1 (FRONT HOUSE); - EARTH SE ED MTJRMADE . / /� // /� O •3 1 N Z CONTRIBUTING ROOF AREA = 647 SQUARE FEET - f - _ - TI eERM MIxTIRE. L /-� Jam\ LJ O, \ �Qii r Jleverial I Sheldon y `( / / VOLUME OF STORMWATER RUNOFF= 1.5 GAL/SF X 847 SF 6 Mw. a t /f = 970 GALLONS , _ "VAN WARNERS BAY" E , n W 130 CUBIC FEET ), SU ¢/ r.J +' AREA OF RAIN GARDEN = I55 SF 1 V e VOLUME OF RAIN GARDEN = 135 OF _1 PROPOSED SHRUBS 1rT�1 n e } R«khVrst L ', -,'. -l': 2•nw. FOR LAKE BUFFER ^ (� RAIN GARDEN W2 (SOUTH END OF HOUSE): _ WATER CONTRIBUTING ROOF AREA= 450 SQUARE FEET non SUPPLY (MAKE v /N TWICE CIA OF BALL l VOLUME OF STORMWATER RUNOFF= 1.5 GAL/SF X ASO SF a- (HOPE) N c Q a _ = 675 GALLONS ° {y. 90 CUBIC FEET l'R Z 1 J AREA OF RAIN GARDEN 100 SIF Q H2Tr is I VOLUME OF RAIN GARDEN - 90 CF SHRUB PLANTING DETAIL $HORELNE BUFFER- r, W J Ta 1 Bay ^�,GIF NDT TD SCALE } ° In GROUND COVER �J I - y ��` SHALLOW ROOF AREA, FEET y 2nd sTORr MULCH AND PLANING F I VOLUME OF STORMWATER RUNOFF = 1.5 GAL/SF X 250 SFLu o µpop DECK ° AREA SEE PLANTING NOTES = 375 GALLONS 50 CUBIC FEET -AREA OF GRASSED SWALE 150 SF F3 I f VOLUME OF GRASSED SWALE= 75 OF 1 'e I PROPOSED SHRUBS {/ SHALLOW GRASSED SWALE/2 (REAR OF HOUSE): FOR LAKE BUFFER cn/Nc �wG -_---��- -. 1rT,1 CONTRIBUTING ROOF AREA= 400 SQUARE FEET 2_a_EAYE STONE FACED BET. WALL wj: ^ VOLUME BE STORMWATER RUNOFF- 1.5 GAL/SF X 400 SF SHORELINE BUFFER- - 'J'I Z F SITE LOCATION MAP = 600 GALLONS GROUND COVER = 80 CUBIC FEET MULCH AND PLANTING I � W I SCALE: 1" = 2000' AREA OF GRASSED SWALE = 135 SF AREA SEE PLANTING NOTES 2na STORv I 3 Q VOLUME OF GRASSED SWALE= BIG OF I :jv O UIyofr---- Wppp pock B L=121'-+ F $ TOWN OF OUEENS8URY 'ssvE aer4 a 4:EN KNEE 1w0`oSprB�Loc $ r, 44 Q a PROPOSED DRIVEWAY, WALKWAY AND PATIO N, 319 Te• I �I - 20 �+ E� F.I..I I-� W TOTAL DRIVEWAY/WALKWAY/PATO AREA - 812 SQUARE FEET /✓n(( �-- \I/ ( AW VOLUME OF STCRMWATER RUNOFF= 1.5 GAL/SF X 812 SF ( --- -31-�- 321 2T 3 -' 44 G a a = 1,218 GALLONS 3�0i / 22_ O W = 163 CUBIC FEET / VOLUME OF PERMEABLE PAVERS RESERVOIR LAYER 321/ —323 g z4 3 l-�.F srEv: , O U 812 SF X 0.5 FT X 0.4= 163 CUBIC FEET 15" 3 _325 __ —— ';F��}-yell Q NOTE: ALL RAIN GARDEN VEGETATION TO BE FROM THE APPROVED UST J23 — HEMET' — (TIE NE - SO •01'00'W 119.70) _ X 32T M A� H 32q l.P . i R j URN fN r^ PROVIDED THROUGH THE OFFICE OF THE LAKE GEGRGE WATERKEEPER. O 'H�ON) > a_ P B� 1 O -I O Z � a PARCEL AREA ( UNFJ > (o.Y j \ HE?2 3D ) 32 W /1 �-I 0 L 12,575t SF 5 12 TR / -�"- •/ HEMLOCK (� a FE-N G`I 1• �+ (q 5W J 326 HEALOMI O`l —_ VI Z f�32] MC, V i3 ]'9uCK Fy CLEAN FlLL IN ACCORDANCE - SHALLOW GRASSED \ ��32& (� [T] WITH FlLL PGROM RNSf PEI �Tn)TIOON 342.5 3425 } s a SWALE 2 \�\1V 12 DE' I 126/ �\ MAPLDz" 330 � STE STATISTICS a PARCEL AREA 12,575 Sr CLEW SAID FILL WITH S COVER 3409 FILTER FABRC (3) PURNHUG Ike HEMLOCK ~� T�T,, C� � O/ T OF TOPSOIL AND VEGETATION PEAT }1QDU,}F$.. ,C- ��D \� TREE / 32y PERMEABLE �- PV4 GH Ili LW W ZONING DISTRICT WR PROPOSE)GRADE I� - •� 330 S O r Z_SETBACKS REQUIRED PROPOSED :o" © _ PATIO AREA w I"I O III W FRONSIDE T 20 20 - LI II I' !rn Fr I "' PRECAST CONCRETE SIDE 20 30 cq I - - - yam- 1'HIGH QI T , 1000 GALLON RATIO TANK ( FTO� v F1 Z C� SHORELINE 50 50 =, „�� 11•HOPE FORCE r 3 1S I Kul l� O O Z ��/ .! PERMEABILITY 75R 80.7$ EXISTING GRADE 2' PVC PIPE FROM MAIN MANIFOLD \ 6 MIL POLYETHYLENE BARRIER 15 O BRAINING — SILT FENCE TREE 'H E I W 19 W WATER SUPPLY LAKE 4• PERFORATED MODULE DISCHARGE TO (EXTEND 1' BEYOND MATERIAL ALONG DOWNHILL SIDE I WASTEWATER ONSITE ABSORPTION BED WITH�' Pri PIPE (TYR) BED AREA INSUTATE PIPE LAST TEE AND WA LK\ OF TANKS FROM FINAL GRADE TO OVERFLOW HEML "�.U2 EE (NFL) 333 STORMWATER ONSITE(RAIN GARDENS AND CRUSHED STONE, 8' DEPTH IN AREAS OF SHALLOW DEPTH OF STONE FOUNDATION WEIR ) SHALLOW GRASSED SWALESJ COVER(<4') \ UNDER TANKS (CONDITION OF s\ BDH VARIANCE). I 333— NOTE �`� ABSORPTION BED SECTIONAL VIEW A—A' HEMS DYERFLQW m a �` TN PRECAST CONCRETE NO NEIGHBORING WELLS ARE WITHIN 150' OF K 1000 GALLON PUMP TANK V3F THE PROPOSED WASTEWATER SYSTEM. w ^ SCALE: T�� = 5� OVERFLOW ' I WASTEWATER SYSTEM SUBJECT TO BOARD OF WEIR 11 I - 12• 1 HEALTH VARIANCE - MAY 2014 EE Tpq X aX�30 O PROPOSED SITE PLAN IS SUBJECT TO A FRONT ~ O _ \/l/ k� YARD SETBACK VARIANCE I X � HE s- C XTP5p RAIN CARDEN#2 A' w I••Iy m = QW TOWN OF QUEENSBURY PLANNING BOARD 336J9D O Y W W =� SHALLOW GRASSED I ea"wl E • ) E RESOLUTION -APPROVE SITE PLAN 29-2014 CHRIS ABElE SWALE #1 �_ I LOWEST ADJACENT ((''�WJJ TAX MAP ID 227.9-1-12/PROPERTY ADDRESS: 102 ROCKHURST TR2 GRADENG HEIGHT I-I•i r.( 0 W W U c ti o T11 .33E BUILDING HEIGHT I (� ��//�� 0 Q 4 D vl 2¢vI e• I DECK ` I I•'Wi V 1 o W=> A SITE PLAN APPLICATION HAS BEEN MADE TO THE QUEENSBURY PLANNING BOARD FOR THE FOLLOWNG: HELL 33] I p zi S'0 N APPLICANT PROPOSES CONSTRUCTION OF A 2,021 SO. FT. (FOOTPRINT) SINGLE FAMILY DWELLING WITH 2W �E 1 -- raer I U m S Gt DRIVEWAY, WASTEWATER SYSTEM, STORMWATER SYSTEM AND LAKE WATER SUPPLY SYSTEM. PURSUANT SOILS DATA I 33e—�— TaEE } M.H. I W p W 2 W 4 J O TO CHAPTER 179-6-050 OF THE ZONING ORDINANCE FILLING AND HARD-SURFACING WITHIN 50 FEET OF sP F K h W K¢y W SHORELINE SHALL BE SUBJECT TO PLANNING BOARD REVIEW AND APPROVAL. PROJECT ALSO REQUIRES A TEST PITS WERE EXCAVATED ON THE NORTON F 1 )ham PVC SOR-21 24• 3DWWEELLINGM } °� g FORCE MAIN I HEMLOCK FF=345.Ot r I SEPTIC VARIANCE FROM TOWN BDH. PROPERTY AT 102 ROCKHURST ROAD ON APRIL 10, I Beaec e- TREE 2014 WITH THE FOLLOWING RESULTS OBSERVED AND CHER r --33s— SEQR TYPE II-NO FURTHER ACTION REQUIRED; LOGGED BY DENNIS MacELROY, PE rp HE B"THICK STONE BED TR[B 1g- TOWN BON 12-2014 SEPTIC VARIANCE GRANTED ON 5-5-2014; IP 1 2 li NORTHWEST CORNER OF LOT BOTTTOM OF STONE XE0' (420 SF) M� EE 33s / PH MADE A RECOMMENDATION TO THE ZBA ON 5-20-14; THE ZBA APPROVED THE VARIANCE REQUESTS 0 - 3' ORGANIC MATERIAL ELEVATION=339.33 ON 5-21-2014; 3 - 32' LOAMY SAND - BROWN —H T — — — — AREA OF n_AieER 32 72" FINE SILTY SAND - BROWN GARAGE HEu� 34p— \ DISTURB VICE TUBER I A PUBLIC HEARING WAS ADVERTISED AND HELD ON 5-22-2014; NO LEDGE, NO OBSERVATION OR INDICATION OF 2' HIGH GF=344.4t GROUNDWATER RETAINING _ THIS APPLICATION IS SUPPORTED WTi ALL DOCUMENTATION, PUBLIC COMMENT, AND APPLICATION WALL nMBE ) MATERIAL IN THE FILE OF RECORD: TP_@_2, 40' EAST OF TP $1 O 1 j ` - LI 0 3" TOPSOIL MOTION TO APPROVE SIM PLAN EL2_22241�CHRIS ARFIF INTRODUCED BY BRAD MAGOWAN WHO 3 - 24' LOAMY SAND - ORANGISH-BROWN i5• / \ - 15' III CNEaR 14 MOVED FOR ITS ADOPTION, SECONDED BY Weis TRACE OF ORGANIC LAYER S'f f HEMLOCK 34 �irsEZE� - 3t2L' \ TREE'' 24- 56" LOAMY SAND TO FINE SAND - BROWN 2' PVC COLLECTION PIPE 3 AS PER THE RESOLUTION PREPARED BY STAFF, NO L£OGL NO OBSERVATION OR INDICATION OF FROM MODULES TO 'O �� cH wr TP 2Jr0 a THE TOWN OF QUEENSBURY 20NING CODE-CHAPTER F D157TRIBUTON BOX. 1 � I 1)PURSUANT TO RELEVANT SECTIONS OF 179-9-080. GROUNDWATER ^ 4.1 .I � IN THE ZONING CODE; CONCRETE J' 1 THE PLANNING BOARD HAS DETERMINED THAT THIS PROPOSAL SATISFIES THE REQUIREMENTS AS STATED Tp Y 3: BETWEEN yt AND2 (/) MAN 0 - 3" ORGANIC MATERIAL PRECAST 343• 2 °' SAG 4' 2)7HE LIMITS OF CLEARING WILL CONSTITUTE A NO-CUT BUFFER ZONE. ORANGE CONSTRUCTION FENCING 3 - 32" LOAMY SAND - BROWN DISTRIBUTION BOX. I� 4 bR H]FLEE 1 SHALL BE INSTALLED AROUND THESE AREAS AND FIELD VERIFIED BY COMMUNITY DEVELOPMENT STAFF: 32 - 72" FINE SAND - BROWN A.� / NO LEDGE, NO OBSERVATION OR INDICATION OF ,, 3)WE'LL BE ADDING THAT THE GARAGE WILL HAVE A FOOT TAKEN OUT OF THE 22 FOOT DEPTH TO 21 GROUNDWATER THREE (3) PURFLO MODULES "� FOOT, AND THE DECK WILL BE SHRUNK FROM 12 FEET DOWN TO 11 FEET, TO SATISFY THE ZONING (SEE DETAIL) BOTTOM OF D s• WEIR FLOW `� c BOARD APPROVAL, FOR THE 19 FOOT SETBACK, PER THE REVISED PLANS. TP�4. 0 SOS #2 UNI1S=340.00 r/LOC b # N -f I NU /�H 0 - 3' ORGANIC MATERIAL REEs 1 _ _ -_ ✓ �l' 47ELAINS; PoNG SIGN-OFF REQUIRED PRIOR TO SIGNATURE OF ZONING ADMINISTRATOR OF THE APPROVED 3 - 60" LOAMY SAND - BROWN f .I, I (80.06) 4 PLANS: TO FINE SAND - BROWN 342 D 111 RAIN GARDEN 1 LANDSCAPED AREA NO LEDGE, NO OBSERVATION OR INDICATION OF ----- 51RNAL APPROVED PLANS, IN COMPLIANCE WITH THE SITE PLAN, MUST BE SUBMITTED TO THE COMMUNITY GROUNDWATER '- DEVELOPMENT DEPARTMENT BEFORE ANY FURTHER REVIEW BY THE ZONING ADMINISTRATOR OR BUILDING 6 52' ®RLGOAMYI SAND BRAL (350 SF)OWN EXTEND FORCE MAIN A E PERMEABLE ' -. AND CODES PERSONNEL. IPA. ECP PAVERS DRIVEWAY --- Eal 6)THE APPUCANT MUST MEET M1H STAFF AFTER APPROVAL AND PRIOR TO ISSUANCE OF BUILDING _ (02 [¢EnJ PERMIT AND/OR THE BEGINNING OF ANY SITE WORK. TO FINE SAND R BROWN CAP. WITH SH pL EH 1°ELD 1Y2 XTYV• PJC TEE ROCK URST ROAD PAVERS PERMEABLE NO LEDGE, NO OBSERVATION OR INDICATION OF OAP WITH STUB CONNECTED SIDEWALK \ 7)SUBSEQUENT ISSUANCE OF FURTHER PERMITS, INCLUDING BUILDING PERMITS IS DEPENDENT ON GROUNDWATER TO MODULE INLET. I (160 SF) TEMPORARY STABILIZED COMPLIANCE WTH THIS AND ALL OTHER CONDITIONS OF THIS RESOLUTION - 7T� N;RG p1 (71P. EACH MODULE) CONSTRUCTION ENTRANCE 8)AS-BUILT PLANS TO CERTIFY THAT THE SITE PLAN IS DEVELOPED ACCORDING TO THE APPROVED PLANS 0 - 6" ORGANIC MATERIAL (SEE DETAIL ON SHEET E TO TO BE PROVIDED PRI TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 6 - 52" LOAMY SAND/SAND -ORANGISH BROWN REMOVED, REGRADED ENTRANCE STABILIZED BE " TO FINE SAND - LIGHT BROWN \ AREAS OF PROPOSED PERMEABLE PAVERS o WITH GR REGRADED AND STABILIZED DULY ADOPTED THIS 22ND DAY OF MAY, 2014 BY THE FOLLOWING VOTE: NO LEDGE, NO OBSERVATION OR INDICATOR OF EO.P -. •- SHALL UNDERGO SOIL RE$TORATON PRDN TO WITH LEnONOF OTHER FOLLOWING W C Z �— AYES: MR. SCHONEWOLF. MR. DEER, MR. FORD, MR, MAGOWAN, MS. MRITE, MR. HUNSINGER GROUNDWATER BOULDER PARKING INSTALLATION OF SUBBASE. SEE SOIL RATION COMPLETION OF OTHER SITE WORK J N BARRIER ALONG NOTES ON SHEET S-3. Q 3 PROPERTY LINE U p 8 W I _ NOES: NONE v) ABSENT: MR. KREBS SEQUENCE OF CONSTRUCTION ACTIVITIES: EROSION AND SEDIMENT CONTROL AND STABUZATION MEASURES, WASTEWATER SYSTEM: BASIS OF DESIGN 'T.a of ME FcuOMxD xwEa.Y NOT BE RarvAM mR M¢PROM.ORE.ME MNIRALNB...CONTACT MAINTENANCE AND INSPECTION PRACTICES: ENE DESIGN ENGINEER PON Al"Q£$110N5 am ME Mr,SPECIFIC EROSION AND SEDMEM CONTROL MEASURES (SOME OF ME FdIbNING NOTES MOY NEW BE RELCONO FOR UPS WR U 511E WE COMPACmR SHOULD PROJECT DESCRIPTION: THE WASTEWATER SYSTEM SERVING THE PROPOSED RESIDENCE, EFFLUENT PUMP PIT AND PUMP ASSEMBLY: SEPTIC TANK EFFLUENT SHALL FLOW TO A HOW TO PLANT A RAIN GARDEN: CV COMMET TOE OE AN ENGINEER NEW ANT OJES'IIONS ABOUT WE SIZE SPE<H DES IGN OSION NCO SE AD DIMENT ON ROCKHURST ROM IN THE TOWN OF QUEENSEURY,BY NECESSITY WILLTH NOT MEET E CONCRETE PUMP PIT TANK(1000 GALLON), BY UTOPIA OR EQUAL. HOUSING A PUMP cpHOWL MEASURES RMIKOJ STANDARDS FOR SHOREUNE SETBACK. THIS PLAN PROPOSES A NEW WASTEWATER SYSTEM ASSEMBLY AND CONTROLS FOR TIMED DOSING OF ME EFFLUENT. THE EFFLUENT PUMPS 1. IDENTIFY WHERE STORMWATER FLOWS ON THE PROPERTY. STORMWATER OCCURS ~ �+ C)RmuIREDJ A)camrucr M]IPOWNN cD.mW.ax pIR AT La¢AnMS sHOVM. 1,M SE E.1.IS A Us OF D.W9M1 AIO IYFM mMwLs m BE MTD UAL Ms SHE CHAND TO SERVE THE RESIDENCE ON THE PROPERTY. IN AN EFFORT TO MITIGATE THE LACK OF SHALL BE BY HYDROMATC OR EQUAL CAPABLE OF 15 GPM AT A MIT OF 15 FEET. THE DURING RAIN EVENTS AS MN WATER FLOWS ACROSS LAND. A RAIN GARDEN Q CaNSIMWTION: SETBACK CONFORMANCE IT IS PROPOSED TO PROVIDE A MORE HIGHLY TREATED EFFLUENT CONTROL PANEL WITH AUDIBLE ALARM AND REMOTE UGHT SHALL BE LOCATED WITHIN SHOULD BE LOCATED TO CAPTURE STORMWATER. THIS WILL BE AT A LOW POINT inMA1 PBOMEIp SILT rtxcEs AND 1EIlFIVM SEDMEH eAax IN ME mcAnaw sxpwx COD oMm LOCATIONS AS FOR DISCHARGE TO THE NATIVE OVERBURDEN. IT IS PROPOSED TO ADD TO THE MECHANICAL SPACE OF TIE HOUSE. THE ALTERNATING PUMP CONTROLS, SJE RHOMBUS ON THE PROPERTY BELOW BUILDING FOUNDATION/OR DRIVEWAY. B ry Essm TO MA S WE SITE A).1.PRAT..MR THIS SHE IcuMEF TREATMENT TRAIN A SECONDARY TREATMENT COMPONENT PRIOR TO EFFLUENT DISCHARGE MODEL IFS OR EQUAL SMALL INCLUDE A TIMED DOSE(2 TO 3 HOURS PER CYCLE) WHICH CID � LOUD aFAPoNo ATMmaS INALL A DD.MLY Ix MANS MOs EA¢RnIORN MLL AS PERFORMED MO TO THE DISPOSAL MELD. IT IS PROPOSED TO DOSE THE SEPTIC TANK EFFLUENT TO A DELIVERS A DOSING VOLUME OF APPROXIMATELY 11 GALLONS PER MODULE(3) PER DOSE. 2. STORMWATER RUNOFF SHALL BE RECEIVED IN THE RAIN GARDEN VIA SHEET I� 9NLL PRWRSS AS GRT .6 NETTLED FORMEDc)aDGw aEMINc AND cauewuc DPEGnOxs aENlxc WO caRaaxc SMALL BE DONE ONLY IN MOM WHOSE R¢mIENT WAEMG OF ExdVAIW NCO ENT AEM To way A.EPOS'.DURING cpnsMLILTIM. NEMICA PEAT MICROBIAL MERE ADVANCED TREATMENT OCCURS DUE TO PHYSICAL, FINAL PUMP SYSTEM CONTROL LOSING A WILL BE ESTABLISHED IN THE FIELD BY THE ENGINEER DRAINAGE OR DIRECT PIPING FROM THE IMPERVIOUS AREA. � W MWADRK MALL BE PEPo' W AND ONLY IN AREAS WHERE BULDI G IS PONNED TO COMMERCE al 14 GK AFTER _ OF MWImATOx EASE FOR Al SLOES VAN A SLOPE OF RIN OR GRpTEn.MD Flu CHEMICAL, AND MICROBIAL PROCESSES THAT ARE OPTIMIZED IN THE PEAT BIOFlLIER DURING THE SYSTEM TESTING AND START-UP PHASE. REFER TO THE MANUFACTURER'S CV Z Ia-I CUARNNc AND GWRMNBPEAL TIUN cR GB . MEDIA. TREATED EFFLUENT DISPOSAL WILL OCCUR BY GRAVITY FROM THE PEAT MODULES DESIGN NOTES- SHEET 2. 3. A PAN GARDEN SHOULD BE PWNTED IN FULL SUN OR PARTIAL SHADE AND ( N D)pmuOT wArzBlw OF WE IXUVAImx AND Flu AROs WALL.WOE i0 MINIMIZE AND EROaox. - ..NEUNG AND PV .or ALL UNPAID AREA Lmw WE xra¢OAWWM c 1.AMEAR. TO A DISPOSAL BED ABOVE TIE NATIVE OVERBURDEN SOIL. THIS ADDED TREATMENT THE CONTROLS SHALL INCLUDE A MINIMUM OF THREE FLOATS TO SOW AS'TIMER SHOULD NOT BE PLACED M AN AREA OF TIE PROPERTY THAT IS ALREADY WE. L-.J ai TmINIWE STEP WILL PROVIDE EFFLUENT GUILTY CHARACTERISTIC OF SECONDARY TREATMENT IN ENABLER, AI.ARIAMG PUMP ENABLER AND TWO OVER-RIDE•AS PER THE WHICH INDICATES SATURATED SOILS. a Q COMMENCE SIE GRapNG AND wtsTRucnox. REDUCTIONS IN BOO AND TSS. THIS MORE HIGHLY TREATED EFFLUENT PALL PLACE LESS y d M sRhUCNRu vRAImES FOR TNB aE I.LUGD BURDEN ON THE SOIL TREATMENT SYSTEM IN THE PROXIMITY OF THE LAKE MANUFACNRER'S SPECIFICATIONS. 4. A RAIN GARDEN SHOULD CONTAIN NATIVE, NON-INVASIVE PLANT SPECIES BECAUSE F1)ClEFRRem AREAS.ME SITE WHERE OJNSTPoI .Acmar HAS REARM FOR MRE TLW H OA15 Slav RE _ PERIM.PEARNES A W COT FExDES THE ACCESS TO THE PUMP PIT SHALL BE POLYLOK PLASTIC COMPONENTS(30"MIN.)OR THEY TOLERATE DRY CONDTIONS BETWEEN RAINFALL EVENTS, DO NOT REQUIRE \ _ J z-I z TREE PROMOTION AND HEET PROTEGipN MANG UT DEBRIS EQUAL. NE PUMP SYSTEM SHALL BE INSTALLED TO LINE UP WITH TIE TANK ACCESS FERTILIZERS OR ADD TIONPL WATERING, AND TOLERATE WET CANDIBONS FOR UP LVV/ttt��� IZ) Po ICY NI.AND MY WED.MR LWGS'MM aDPFS GIEARR THAN THAN IBM OR WTMIN IN FEET CF THE W. _ SWFM RIA",x CUR.MR.FAn1ET6 REGULATORY AUTHOR IN: TOWN OF QUEENSBURY ✓ LAKE.POND,sMw.A)AROUND,M LAN¢ARU.HOUSING AREA STopPlus ART DIFFER _ INSHzm c WWUU M Cm mm FOR EASE OF REMOVAL. THE PUMP PIT SHALL BE VENTED BACK TO NE HOUSE STACK, TO 24 HOURS AS THE RAIN GARDEN INFILTRATES STORMWATER. MANY FLOWERING O NXTHEMALLO AN.HAS emx aEAEG.1 or VIDE GR LED OEESS OF mo .AxRz Anox NR MORE THAN.IroOF' sT¢RuwAREN OnD N Forms pw 1 wr eLSo SOME AS A TEUPORIm'RADR.FNT BNOM) DESIGN STANDARDS: TOWN OF OUEENSBURY SEWER ORDINANCE- CHAPTER IM AND PERENNIALS WILL ALSO ENHANCE A MN GARDEN'S APPEARANCE. „ITN A MORmME COVFAING sFtfmaV PVGFO VIER ME DIRE AREA PND/aR p.rox wMR0.MGSUR6 PPJPpLv ENHANCED TREATMENT SYSTEM A BIOFlLTRAT CN SYSTEM CONSISTING OF MODULES U sTULm NEW TORN STATE DEPARTMENT ID HEAL)HOUSEHOLD S APPENDIX T5-AI, WASTEWATER S. A RAIN GARDEN SHOULD BE NO MORE THAN 12 INCHES DEEP AND RETAN WATER a.RARE NLLOMNG IW NN TIN.MD MMWML FRMTTc6 OWL.Ism To MMAx EFOSIM WD smupr PEREDTREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEM. NOTE THAT TIE PURAfLO CGJTNNING BIOFlBERWB PEAT BY PURAFLO WASTEWATER TREATMENT SYSTEMS SHALL SELECTED MINE PLANTS A INUMLL PROTmT.AM FORMS/BPRRIM R ME LOCAmxs OF AT CUTE INUM,CUPS INUTs,.DUD AT THE ENDS ''LA STAMMSS A MEE HAPP FOLLOW THE EFFLUENT PUMP ASSEMBLY. EACH MODULE HAS A DESIGN CAPACITY OF LESS THAN 24 HOURS. TO BE RIAMED APPROx. w IL w OF ALL Es.MORM SEWER M.. A) ALL MEASURE uFAM BES AT BE I W NOT ALLW FLAME OIFA.v, BIOFILTRARTM SYSTEM IS APPROVED AS AN ENHANCED TREATMENT UNIT(END BY THE LED GALLONS AY. THE DESIGN FLOW FROM THREE BEDROOMS WU_REWIRE THREE B) ALL MEASURED MnL BE MsixrNxm w COED xamNG BIDED:6 mswa.DUE FOUND m BE xmEsvar. NYS DEPARTMENT OF HEALTH IN THE FEBRUARY 2009 DESIGN STANDARD UPDATE. 24"D.C.As PER MET'AT RE"DUTFO.1.IN. U.or REF4m MODULES. THE MODULES SHALL RECEIVE THE TIMED DOSED EFFLUENT AND FOLLOWING FIANTHNG TABLE Ry �IIw� H)FRAME PAKMEM SUNARK PRLPAAAIAN. c) BRILT LED..M MLL BE PFLwm FROM GRI ENCES/slaW IDAeels MEAL ITIMs REAEHSD PROJECTED FLOW RAM BASED ON A WELLS)BEDROOM COUNT AND NYS DM FILIRATON THROUGH THE PEAT MILL DISPERSE IT DIRECTLY TO THE ADJACENT DISPOSAL Fe-H W MAx OXC-THM WE...of THE M. STANDARDS FOR POST WEE WATER SAMN GALLONS G FIXTURES 0 110 PER DAY PER AREA VIA PVC COLL TRI ECTON/DISBUTON PIPING. A SAMPLING CHAMBER SHALL BE OVER£LM wEIH I)G.ALL Bore AND GvrTFR,GUTTER mIRTs,au IN..AND sNRu.1xOLFs,As RE.W TES F 6 W PLANS,ISLET NA M1 DIG.WY wY..NEG.MM1.1 FOR THIS CONSTRUCTOR PucE R.I. P.AT q SILTWE FORCES/sMw MAID.Mu.FREE FCTO N DEPTH of M THP E PEN hip,M SEE IF BEDROOM, TIE AVERAGE DAILY FLOW(ADFl IS 330 GALLONS. ALL FIXTURES WITIHIN THE PROVIDED IN ME Q THE MODULES. WATER FLOW FILTER STRIP 1 (SEE Puus) I� B WE RAMC B.cLROUN ATARFn m T.FLHS Po5R5.AND m sc TxAr ME FARM rosrs ABD RESIDENCE WILL BE WATER GIVING FIXTURES. NO GARBAGE DISPOSAL OR HOT NB ARE I� w ' L x E THE BaY IN ME GROUND. DISPOSAL PAD: TREATED EFFLUENT FROM THE KMODULESLEAN WILL BE DISPERSED FROM THE r U PDIO.E SILT MOM/STRAIN BARRIERS ABOUND IN1EI AND MANaPa NO.RE TOM ae HOURS PRIOR To PURING E) THE BEIMfM REBUNIN.IF PRESENT.MLL BE IrER o MA FIN For T E MnDlExr,MG aRIU w PUANNWATER USING ARE RECOMMENDED))THIN THE RESIDENCE. SHOULD ANY ADDITIONAL CWLLCTTON ISTRIBUTON PIPING TO AN e" THICK CLEAN CRUSHED STONE PAD. THE __ � O r 0z HADVED Btu GRAMS, sm.NU Mu BE PF W WHEN O AND ALL m R, ff THE DEvcx ALL B WATER U5NG FENCES SEPTIC THAT NATURE S ADDED TO THE MUST THEN THE F) ANEatNRr ME MM HOUTS..AN=.COCA AND ALL COWS TA811ZATd uFMLIR.DUAL BE Hx9 mTm FOR CAPACITIES OF THE SEPTIC TANK AND ABSORPTION FIELD MUST BE INCREASED. STONE MATERIAL SHALL D I GRAN BROKEN STONE O THE;" K 1"SIZE THE PAD M 9) q COSTAL flASE MATRVL A R.I.FIN UMEMVN. BARE EMAR WANNM..AND PORT M MEIN. STONE SHALL BE COVERED ATH A FILTER FABRIC PRIOR TO BACPER DAY THE PAD SIZE CID ¢) A B XMR% INSPECTION FLEDGE!MI BE xpETEFL Ow NB"Non". COPIES OF WE REPORT SEPTIC TANK: TIE REQUIRED TANK FEW FORA THREE BEDROOM FLOWTY 1 0 1GAL SHALL DE BASED ES AN APPLICATION RATE AD 0.8 GALLON PER DAY OR 413 SQUARE ' \ H Q PART our FINAL GRADING AND sEmxG WD PLOWS THECA m BE cOMPICIm M TOE IxsPEMOR As IxcuMm N ME snND GALLONS. THE RECOMMENDED TANK FOB THIS SYSTEM IS A S HEAVY DUTY L OAN GALLON FEET. THE MODULES SHALL BE POSITIONED ADJACENT i0 THE ROAD AND ABOVE THE - ED%SANENG SOIL MIX v M O N) ME,GIB aE SUPS..ON MLL BE 13W , mR BEIECI A .MO RNMWG THE I.TVDUNS 50X SAND MI M)Raa.E su FENcnc/sllaw BNtMD.ONLY AFTER AT PAWM Is wMPLETE ARo Exrosm suRFAO.ME AND Mu.R.POxRIEu FOR MF3 IxsPmEpB.MMIBWKE.DUD REPOR AI ..AMID Flm. PRECAST CONCRETE TANK WITH BAFFLE BY UTOPIA ENTERPRISES OR NOT IN AND AN BED AREA AS DETAILED - REFER TO SHEEN 1 FOR THE SITE PLAN AND SHEET 2 FOR A SURFACE SO%TOPSOIL sAe uzm AL IRMEWM AND VANWM CE RERWS. EFFLUENT FILTER AT THE DISCHARGE OUTLET. MIS CAPAGTY DOES NOT INCLUDE TIE SECTIONAL NEW. THE PAD AREA AS SHOWN IS APPROXIMATELY 20•X 21'1420 SM. SURFACE 18• 20%ORGANIC MATTER • r� 1) Pmmxx.sE¢CLED MR ME IN ICLON AND.NmNMre RFSPURsrelun.Wu DEMME USE OF A GARBAGE GRINDER(NOR IS ONE ADVISED)CB A HOT NB/SPA. ADDITIONAL NE TREATED EFFLUENT WILL BE TRANSMITTED THROUGHOUT THE DISPOSAL PAD NA RETENTUN 12%Mix FINES) 1/'�1• Y1 Q A REMAIN MMFDRNt(CONSTRUCTION IBM ONLY PINK To vAMEumr coxsmucna IN MESS NSAS PHONE asAS WE ''RPM AT u<TDU ^ME Jae aE...In MET ALL BE TRAMED IN ALL WE CAPACITY WILL BE REQUIRED IF THESE COMPONENTS ARE INCLUDED IN TIE HOUSE PERFORATED PIPING THEREBY DISPERSING THROUGH THE STONE TO THE FILL SOILS AND RLTRATION ZONE Mail AND MxTOWME PRILMm.CEss.xFFEL C THE ENOva AND ANDINBM DESIGN. NATW OVERBURDEN BELOW. THE BILL SOILS AND ME DISPOSAL PAD AREA SHALL BE Mill DE PAVED ALSO. .1.THAT.DUE USED ORSIE IN EDM MONAM.CROFR.THEY ALL HAD BE TBAxm IN THE RETAINED 9WHEW NEEDED)BY A STONE/CONCRETE GRAVITY WALL SYSTEM INSTALLED IN ___ _ - W .. �V. r THE OF N.T UNIN.. BE WE FILING OF W I.,Or CORALS. EFFLUENT FILTER: AN EFFLUENT FILTER.POLriOK MODEL PL-122 OR EQUAL SHALL BE CONFORMANCE AAM THE MANUFACTURERS REQUIREIAENTS. THE BAGCFILL MATERIAL USED O I./yi Cyy[� PEA-GRAVEL DYER Z ,NA DF MP PE FL E ROUND Mu BE xMPr ax FMorUND Mm WE awP 1,0 L'O MXI ADDITIONAL EROSION CONTROL AND GRADING NOTES: J) pSNB.n!REK AND MAT AREM Mu a XISl FOB EMERGE OF OR vommA INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK. TO SUPPORT THE BED AREA SHALL BE A SUITABLE SOIL MATERIAL(SANDY LOAM). THE RETEM10x /1 z In ((SOME of THE FOLLOWING NOTES MAY NCO BE RELEVANT For THIS PRaEM RYE.WE WMRATaR SWUM CMBAcr MR PGLLmANrs wIERINcasaRMxAT�smLuc FILL OVER ME BED SHALL INCLUDE A TOP COURSE OF ORGANIC MATERIAL TO SUPPORT ZONE ___ FILTER FABRIC IT�TI Ay R."Eve))N ENGINEER WINE ANY WESTOus P�Ui WE SITE SPECIFIC FAP90X ME SmIMEM CONTROL MEASURES K) NO�I.DWM....APPOINTMENT SMI P Win LLL ExOWGR.N.or WE ENAMP MEW FOLLd A SHALLOW ROOTED GROUND COVER. REIEMION ZONE 12°OF u O W OIL A WRITTEN REPORT ATKIN 5 mri D'THE NCxcMMYNCE CANT, NE TREATMENT MODULES SHALL BE POSITIONED ADJACENT TO THE SLOPE FROM THE 2"-3"ANGULAR CRUSHED SNNE 11 li ROAD AT THE EDGE OF THE ABSORPTION BED. THE AREA AROUND THE MODULES SHALL mnE MMON l0 GRWxD wATER WRAPPED IN FILTER FABRIC His ' 1) MINIMAL EROSION CONTROL E GUID PAE ILLUSTRATED N SITE PLANT A SCHEMATIC BE BAGKFILLED WITH CLEAN FILL. TILE MODULE COVERS WITH THEIR VENT HOLES SHALL 2'MIN.To IMPERVIOUS MnTONAL � r IM "NO BASED TO DJ BY STATE ACTUAL LOCI9 FOR AND EROSION AND SEDIMENT CONTROL IT ELL BE BE LEFT EXPOSED TO PROVIDE FOR REWIRED AIR TRANSFER TO THE BIOFILMR MATERIAL. NECESSARY i0 ADJUST TIE ACTUAL LAME CONTRACTOR AND SHA OF EROSION SIBLE F DEVICES V IL DEPENDING G TH FlELD ASURES AS TIE DMP SHALL BE RESPONSIBLE FOR IMPLEMENTNC THESE MEASURE AS REQUIRED TO PROTECT TIE SITE D R.I.Mau T WOBLI BE...AT A MWIwM OF Ax Cl W.A.I VEHO WHIN AL G.on Flu A.,UNLESS APPLY 4" TO 6' Z f CUMANE¢Fs¢xaED ox POURS. OVERFLOW WEIR /A Z OF TOPSOIL, SEED SEE PLAN, � RAIN GARDEN � _ 5)a®SHALL.A cDMumaul.r ANuueIE xlxMls m PEPoNxML WE WD MBLIW IaDD FDSWE PFBCEMWE GE AND MULCH. WE D.NOT pB.D AOx. NOT TO SCALE 0)SEEDED AREAS AHNI.NLLY COVERED MOM A HEM$IMW W WLCx.TIE IF NR M MY WE FRANEW A - W � � A= NIgFILLY.A BDDEGMN&E NOTING(EQ IXCELMR BW ,,COIR GmTEXTM SHALL BE ANCHOMME NTn 4mE0 - Q AREAS ANN MA NSTRGE NISI OR..f1m5gN P.C.2 - E- N W w 5)mPma AM SLED BxuL BE REAEFUED TO MY MEAN ANN FAIL TD MODUa1 As A RESULT BE HI ANAGNS, �I PONDING DEPTH = _ or£: l w 6" FOR SWALE i I. PIPE ✓DINTS TO BE SEALED WITH O 1 W O d d TRANSITION FROM SORT TO ASPHALTIC MATERIALS OR EOUIVALENT. T^ w 8)SILT M RV WE.E sWVL BE PVLm MReN AL NrtAS OF E%PMm SCORES i0 WNIROL SOIL EBMbx U.N.0 AND -H - 4"PVC SON 26 AS REQUIRED COMPACTOR i0 INSTALL , O Q AFER WHSWUCIgW _ T FOR SWALE 2 L -II-I 2'R TOP BLUE BOARD O LET P ES MUST OF ALL Q V I III- 17 OVER TOP W D-BOX NUTLET PIPES MUST BE EQUAL N l)AL STORM OUIFALS SHALL RECViE RP R4P IMEMIO.T UPON IHMNUnON(AS FER%PH). - �- _ 3 THE SLOPE OF OUTLET PIPES a)EROFICx WNTRCI(Dt0..T OR APPRM4➢EgVL SH4LL.BSNIEO Ox Au xt sL PES CAW ORGNO B. _ T _ GRADE BETWEEN THE DISTRR LION BOX M U) L O PRDECIA4 OUT.HALF INCH LATER OF CRUPPED STRAIN,KAWD IND A RUGGED EST AW A MIN NEFEW OF II ro' MAINTAIN 2 MIN. - - - AND THE DISTRIBUTOR LATERALS W F"H Z Z F1pTCOEGWWBIE PAWNS.. SECURE MAT Tc SLOPE MM V STEEL U-SXAFA MABIES,2 BTAhES RR I SHOULD BE 1/8" PER FOOT, FNLi NUMRE NAND,OR AS PER WRUFACTEBERE INSIRUMmxs, VERTICAL SEPARATION a TO GROUNDWATER OR z Ai REMOVABLE COVER FT-I a)STRUM RpG11m ON-mE AND m MS OF CONsmOCmx SHALL NOT FIVE BUmTAM.MIAMI CONTR M rmATrvT BOTTOM OF GRASSED SWALE eR f � ExrfxD Hxsuunpx 2' E"-I � Jy �04 � � , TO COUP.TASE,ONE,NRBIp1Y AND GEDIMOR DMWM FROM ME RFMHES UVBTREW OF ME CMMRULTW IMPERVIOUS LAYER. BEYOND TOP OF BOX Fy T \ M"I W Anmm SHALL REMAIN UNCOMPACTED �� �J I, ID)MEIEeuLAB ACCESS Poom awt ME Mwrtoem.DUD INSPECTED A WE srME FISOUELwr As EROSION mMRat IN ORDER TO PROMOTE _ �IN ALL DIRECTIONS 'F1 y y FORT REs M Has THAT INDICATES OF SAW,BUT OR SNEER.RRAL 5 NET BEING MENDED ON PUBLIC RNLWAK. INFILTRATION. V, Ey F-R HEAVY DUTY OVER.ED IN ME EMtN!MIY sIGNIFlGM CfTdslS OCCUR MEY C.BE CLEWED UP IMMmNRELY. Re I11 FINISH GRADE FRAME AND COVER. Q � �' I�I---�� W Z W zv1 BY POLYLOLK OR EQUAL •� BAFFLE Ll u 'z H- Cr O ` INVERT F+i 1� SHALLOW GRASSED SWALE HILET 2'MIN EL EVES '' JfC N .III=L— III.TIII_ ACCESS13, AS PER POOH z• 0 V [E.H W W NOT TO SCALE ASPHALTIC o LD. AS PER POLYLOCK —s AS`pAALAW AOTOe TO Mo ,PEED D6HSERS SEAL J F' O ® OUTLET FIYtT Mwm ro O I-� O O W GENERAL NOTES: OR EQUAL (As N Z REQUIRED) _ F-L ' SIM 1. SILT FENCE SHALL BE PLACED A MINIMUM OF S K.FROM WE OF SLOPE.10 R.FAEFERRm.i0 PROMICE INLET INSULATE FORCE MAIN +-2'�' , ! I -5 a ,1F ADEQUATE AREA not SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEIMFM CONTAINMENT AEG • —a 3'MIN.- OUTLET - AND COVER PVC PIPE - - ' (1 Z O Ww 4 OR G 1— WHERE COVER IS N H F+1 2, FORS MAY BE 1.25"x1 25'(MAIMUM)M.WWOW,TYPICALLY.FOR ARE MOST BACK USE YIIR'NMI,HARMAGOD, BUILDING SEWER m -- Z rHpy 4 U ,'1 OR STFa T OR DUE Po55 DIN Per U.SILT FENCE SHALL BE wviEn GEOmnL£FABWX3EBTp zl.w oa 12 MIN• CLEAN SAND OR PEA GRAVEL O O W W EOUe1) 15EAE SANITARY— z n —sPARGE W/NONJ SHRINK ) 3. MLT FENCE AssEMBII6.Y IN`2 4 U.OR 5 R.PM'T SMISHIS AND MAY OR Wr NOT FAME MESH FILL SYSTEM INSTALLATION ' ALL JOINTS FE LO FULL - GROUT INSIDE UP OUT ^ RONFOR<EME E MHSRNE AREAS TO.PfiOiECE➢MY NEE)TD BE R NMA W USING HLAw MIRE QUID LEVEL TO BE INTERIM W S=O -O- I , FORCE MAIN CONNECTION TO D—B O X FENCING FOR ADDED SUPPOTrt TO PREVENT CWA3E WATERTIGHT AND INTERIOR - SANITARY TEE i. WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS, LEAKAGE TESTED COAT ?5 ZE ME NEW EWE OF BUT FENCE SWll BE BURIED A MINIMUM W e"MEAN DEALING.ME FENCE SHALL RE INCLUDING LEAVE$ ROOTS AND AND OTHER PLANT FORMS, SHALL BE REMOVED PRIOR TO BACKS LLING 00P MOM O m GO O O O t INSTALLED AM ME Foss ON ME D4WUBIDUM SIDE OF ME FA 2, PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLON£D OR EQUAL NOT TO SCALE OR SCARIFIED. ry µ y p 5. MAXIMUM ALLOWA81£SLOPE LCHOWS WNTELSONG RUNOFF TO A SILT FENCE EASED ON A SLOPE ME: i DI 2. THE SOIL USED FOR FILL SHALL BE HELL-GRADED LOAMY SAND OR - FRAME quo coVER To BE HEAVY W {- I "Miss, MAXMUM WU- GRADED LOAMY SANDY GRAVELS AND SHOULD CONTAIN A MINIMUM I H 5" TO 12" LAYER DO,PLANNC-FRAME AND COMER J � Q m M 0 DM rut OF 8%) OF SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS AND NO -- PEA GRAVEL OR ASSEMBLY By POLFRN ON EQUAL O N N A+z2m.s ER 35 SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER, AND THE BEDDINEG LAYERS Flx FLOUT BRACKET ? M) h h Sit BE SOLID SECTION VIEW MME OF TANK OR L� .1 7 5 FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR A LEAST SIXTY RBER SEWI RAT FlOCTs 5n OR FAKER 1Do (60) DAYS OR BE MECHNICALLY COMPACTED AS ORDERED BY ENGINEER. AS PEB NWLARIT $ W W J A. MAxHMUM DRAINAGE MG FOR avERVND F1Dw TO A SILT MERGE SHAM NET OGLED AACRE Pm TOO FEE or THE PERC RAZE OF THE FILL SOILS SHALL BE IN THE RANGE OF 3 TO 10 RswMFNwnMS S 0. M/NUMS PER INCH FOLLOWING PLACEMENT. IN-PLACE TESTING SHALL BE ASPHALTIC 12• L W m f£NCE.F H ETMANIMUMEPOS MARGINS DEPTH OF LESS FEET SWUMTRUTE OF FENCE AND W To M E EAR INER. IN ME CONDUCTED BY THE ENGINEER PRIOR TO ACCEPTANCE OF THE FILL FORM OF SCAT!EROSION:AND MERE IS NO CWCEN1MTIg1 Cf WATER FLBANC N ME BPRRIEi. SEAL W Y I:N MATERIAL. 1. r. MEASURES SHALL BE INSPECTED EVWY SEVEN!(T)CAUMA9 DAM,AFTER EACH MNFALL OF S"OR MORE w OFT. t per¢ p` A NNIN A 12 HOUR MMOD,OR ONLY DURING vROLONcm PARENT.MEASURES SHALL BE CLEARED AND RFPARm J. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF TWO CG6[ML z 10 AS REWIRED. (2) FEET BETWEEN ANY TRENCH BOTTOM AND MAXIMUM SEASONAL m Aww nw s51EM ITERS"ROOT GROUNDWATER. IMPERVIOUS MATERIAL OR BEDROCK. THIS SEPARATION INLET m OUTLET y Wer BY cpRDMr WPz PVBEW R Cor) U) O W U Q y U B. SEDIMENT BULL.REMOVED WHEN ALCUMUATON RUCHES GUE-HALT OF ME MEASURE HEIGHT SEDIMENT MUST BE THREE(3) FEET WITHIN ONE THOUSAND (1,000) FEET OF LAKE RING On R.BE pSPoSED M AS UNSMMBI£AATRML GEDRGE N OV AC9E TO SEEN TANK2h2 XxTM CO..TIRTO ELL-o 4. ONLY ABSORPTION FIELDS SHALL BE USED AS ME LEACHING FACILITY NOTE: ^G P', p4`O use sPRNGuuE of PINE(ttv.) O g DU 2 h p IT i4NCE 5'MIN(10'PREFERRED)—� IN "ELL SYSTEMS THE SLOPE OF THE INLET PIPE BAFFLE NOT REQUIRED FOR J' �(� S �— BETWEEN THE RESIDENTIAL UNIT TANKS LESS THAN 10 FT. LENGTH 'I s'P/C i I%MIX V 1 w m W ¢y O 5. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL AND THE SEPTIC TANK TO BE A MRu MAIL VNRE Druz BACK IL SYSTEM IN ME UP-SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO l 4 PER FT. v -FIN can cLMARES - va D _ DIVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. / L "C.. �I AND sEAze APALm _ 5 $ ^$. D6MRBf0 B. TH£ TOP OF FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR PLAN VIEW FlRNR __ o - o o - LAN THAN ONE (i) VERTICAL ON THREE 3) HORIZONTAL EXCEPT WHERE ^ OUTSIDE imp BED I- `s��J —1 1 r I- MODELE<X vuvD pNuxD SLOPED TO ALLOW NATURAL SURFACE RUNOFF AND SHALL BE SEEDED. But a MAN $ Z SIDE SLOPES OF FILL SHALL BE GRADED TO A SLOPE NOT STEEPER TANK SIZE MIN. LIQUID DEPTH 'A"TANK DIMENSIONS 'B'X"C' O' I" HEIGHT �—I BIAPE $ mMau NEW RETAINING WALLS ARE USED. ( o°D GAL 4'-0' 5'-D' X B'-e' 4'-6" 4'-9" 5'-6" 7 U. — - IBLL Oafs.T. (91 AREA BE MBIGX TOR 125 x 1,25'(2 x 2"NCV- FGR MRE MEIN BACK e SEPTIC TANK ! -�• :: > —T: MROwoJD PDsi H *SECTIONLPOOR i1.`i a/It MIN.) C1000 GALLON SEPTIC TANK) _ RM„GwBHDD aroXE_ — II—III= BOB IM PLAN NET TO SCALEi — -1 �=1 WOVEN.11OHMATLE(R FABRIC T-VAN GEGTU2iS0(OR EQUAL, LEX PUMP PIT WOVEN WIRE MESH RENmRCEMEM NDT TO SCALE (IF MINIMUM)MIN. 14 GPfIGF SEDWDU COMNNMENT AREA -1 WITH MG,S.OPENING 5'WIN(IT PREFERRED) -I SILLFENCE ISSEMBLY Since) A)forpoNl,NGTpaGi Wve!TafGHN ME (BF£IxSTAUTOx NOTES) PERLda— of broan sit On level 1LBrel patl SAW arolPOINT oraro ULalna9eaMDapwitM1 topsoil of clean Nokan scone(yl-1 inch tliaJ Se H BIM straw for amaion mnlmllproletlipn PT INLET 0 CoverwM fillerfaunc OefOre badefilimg MDouLEGRHD Plan View 4. _ �� 14;G4 BTOUTLET r i0f OF SLOPE �2l5pnm STINLET Rr am ' �p L'x PE➢ FT- 7.No IN TA ATE L IOC` N NOTES I. GEBTIXU FADRIC AND WOVEN AREXMH M BE FASTENED SECURELY TO FENCE FEES AIM AI$ RETAN CODING BLOCK. nj� n:e'M IL T Se Lee, FILL SAND AS 116 CP MMIFS' IF P05901F o T u RE RE IOD81 YIBW li,2"d FILE ETItl VIEW REQUIRED,ZE ID NOTE: 2, FILTER CLOTH M BE FASTENED BECURFLV TO WWm I AIHMUt ARE RNCE w11X FITS SPACES EVERY P4°AT TM L veep-hales r TREATED EFFLUENT TONE COLLECTED .MIU HUMAN SHOWN.NRPERUGvaE TRUMP,BURY sai FENCE FABRIC AND DISTRIBUTED TO AN ADJACENT ABSORPTION FIELD-SEE SITE PLAN AND AND BACKTARCOMPACT E\CAVATED URM SECTIONAL VIEW 3. WEENWISHALLBE NLLVERMBANINFAIi ASSEMBLED MODULE DETAIL PURAFLO SECTIONAL VIEW w 3 0 OEXER WI SHALL BE oIEALwFED BY sHx IxcnES. SECTION +4't 4 z iOmEO ANO SHALED. SECTION LOW WATBt F1 I � N L a. AN MITSU SHALL BE WHEN UJ AS NEEDED NOT TO SCALE NOTE: ONE MODULE SHALL BE NOT TO SCALE STE. J WE MT SENATE. REMOVED wHEx^eumfs oeNLav Hx PROVIDED WITH A SAMPLING ME SILT FEKE. SILT FENCE DETAIL CULT PENCE CHAMBER. (GREEN MODULE) PURAFLO SECTIONAL VIEW U/T z Ld L NDT TD SCALE V/ NOT TO SCALE _ V)