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Home My WebLink AboutSite Plan` ~^ LIMITS OF INLAND WETLANDS AS FLAGGED BY ROBERT RUBSO. C.S.S. sIGw*Tumc oSTcwAN_pROPANE-SH `.oWomo20c*^o -O O BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT �S N / OWNER '|DEVELOPER E. OBTERMAN' INC, E. DSTERMAN INC c/o HARRY HELLER, ESQ. 40 CEMETERY ROA R-' --D 736 NORWICH NEW LONDON TURNPIKE P.D. BOX 124 UMCASV|LLE' CT 06382 PL4|NF/ELO, CT 06374 0 h��T|��YJ K�i�� LOCATION `' '~' ^ '^'' " SCALE \" = 1000' 1 FOR, EACH 250 B.F. OF CROSS FLOOR AREA 1200 / 250 = 5 TOTAL REQUIRED = 5 SPACES PERM|TTEO: 1.5 x 40 = 60 3F PROPOSED: 5' x 8' = 40 SF MAX HEIGHT ALLOWED: 18' MAX HEIGHT PROPOSED: 8' MAP REFERENCE FINAL SUBDIVISION PLAN, WATERVBN BUS.ES8 PARK, PREPARED FOR VILLAGE DEVELOPMENT, ROUTE 85 MONTNLLE` COmwECT|CUT, PREPARED TY ��`N KDPKO. JR. 8c ASSOCIATES, INC.,CALE 1"=OO' OCT.988 LOTS 5[, 5F AND 5G. ' ` ' ' ' ` � NOTES 1. THIS SURVEY HAS BEEN PREp4R/D PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 T�RDLa, 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT|CUT^ AS ApOPTEO BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYnRS/NC ON SEPTEMBER 28. 19015. |T '5 A -,TE )@pRDVEMENT SURVEY - PROPD3ED BASED ON A RES ' '-' AND CONRJRmS -O HORZOKr-L ACCURACY CLASS A-2. "'`,�' 2. PROPERTY IS LOCATED IN T-- TOWN OF wONTV|LLE ZONING DISTRICT L|, J. TOTAL AREA OF PROPERTY= 141,219± S.F. 4. TOPOGRAPHIC |NFDRMAT|DIN SHOWN CONpL|ES WITH T-2 MAPPING STANDARDS. BASE FOR LEVELS: N.G.Y^[\ 1928. 5. IF REQUIRED, A PREBLAS~ SURVEY MUST BE CD�pLETEO PRIOR TO THE START OF CONSTRUCTION. S. UTILITY LOCATIONS ARE APpROXIMATE, CALL BEFORE YOU DIG - 1-800-922-4455. INSTALLATION OF UTILITY SERVICES TO MEET CRITERIA OF THE APPROPRIATE UTILITY COMPANY. 7. SIGNAGE IN ACCr.')R--^NC[ SEC. 2O OF THE ZONING R[GULAT|ON5, 8. ALL CONSTRUCT|C'' TO C-`/--` "NJ TH NFpA 58. PLA TING SCH TYPE ITEM L REQuIRE-4--j PROVIDED LOT AREA 10,000 It 4 1,219 SF LOT WIDTH 200' 4,90, FRONT YARD 50' 02 p SIDE YARD 30' 216' REAR YARD 50' 106' BLDG. HEIGHT 50' 20' 1. ALL EXTER|OA GROUND AREAS DiSTURBEO CONSTRUCTION AND NOT COVERED BY BUILDINGS, STRUCTURES OWNER '|DEVELOPER E. OBTERMAN' INC, E. DSTERMAN INC c/o HARRY HELLER, ESQ. 40 CEMETERY ROA R-' --D 736 NORWICH NEW LONDON TURNPIKE P.D. BOX 124 UMCASV|LLE' CT 06382 PL4|NF/ELO, CT 06374 0 h��T|��YJ K�i�� LOCATION `' '~' ^ '^'' " SCALE \" = 1000' 1 FOR, EACH 250 B.F. OF CROSS FLOOR AREA 1200 / 250 = 5 TOTAL REQUIRED = 5 SPACES PERM|TTEO: 1.5 x 40 = 60 3F PROPOSED: 5' x 8' = 40 SF MAX HEIGHT ALLOWED: 18' MAX HEIGHT PROPOSED: 8' MAP REFERENCE FINAL SUBDIVISION PLAN, WATERVBN BUS.ES8 PARK, PREPARED FOR VILLAGE DEVELOPMENT, ROUTE 85 MONTNLLE` COmwECT|CUT, PREPARED TY ��`N KDPKO. JR. 8c ASSOCIATES, INC.,CALE 1"=OO' OCT.988 LOTS 5[, 5F AND 5G. ' ` ' ' ' ` � NOTES 1. THIS SURVEY HAS BEEN PREp4R/D PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 T�RDLa, 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT|CUT^ AS ApOPTEO BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYnRS/NC ON SEPTEMBER 28. 19015. |T '5 A -,TE )@pRDVEMENT SURVEY - PROPD3ED BASED ON A RES ' '-' AND CONRJRmS -O HORZOKr-L ACCURACY CLASS A-2. "'`,�' 2. PROPERTY IS LOCATED IN T-- TOWN OF wONTV|LLE ZONING DISTRICT L|, J. TOTAL AREA OF PROPERTY= 141,219± S.F. 4. TOPOGRAPHIC |NFDRMAT|DIN SHOWN CONpL|ES WITH T-2 MAPPING STANDARDS. BASE FOR LEVELS: N.G.Y^[\ 1928. 5. IF REQUIRED, A PREBLAS~ SURVEY MUST BE CD�pLETEO PRIOR TO THE START OF CONSTRUCTION. S. UTILITY LOCATIONS ARE APpROXIMATE, CALL BEFORE YOU DIG - 1-800-922-4455. INSTALLATION OF UTILITY SERVICES TO MEET CRITERIA OF THE APPROPRIATE UTILITY COMPANY. 7. SIGNAGE IN ACCr.')R--^NC[ SEC. 2O OF THE ZONING R[GULAT|ON5, 8. ALL CONSTRUCT|C'' TO C-`/--` "NJ TH NFpA 58. PLA TING SCH TYPE PS #1 PURPLE LEAF NEWPORT pLUW1 MIN 2^ DIA.,6' HEIGHT PS �� , DENSE SPREADING YEW ^ 8 1B - 24" B&B PS �� , �REEp'�� JUNIPER 8 COVER AREA SHOWN P3 #4 AMERICAN A9B0RwTAE HUJA OCCIDENTALIS 'NIGRA' 5 MIN. 1-1/2^ DIA. 8' HEIGHT pB #5 OWA== .'.`.3ED BURNING BUS+ 'UONYNUS ALATUS 'COMPACTA' O 24^ - JO" B&B CL |/ | 1. ALL EXTER|OA GROUND AREAS DiSTURBEO CONSTRUCTION AND NOT COVERED BY BUILDINGS, STRUCTURES PAVING, C0NT|NLDUS SHRUB BEDS OR OT�EF�S|TE IMPROVEMENTS SHALL BE GRADEO, TOPSD|LEOTD A DEPTH 'OF 6~ AND SEEDED. v 2. ALL TREE STAKING OR GUYING SHALL BE DDwE IMMEDIATELY AFTER PLANTING, BUT IN NO INSTANCE MORE THAN 24 HOURS AFTER PLANTING. �EE ST�{U«G/GUYlNG DETAIL. AT COMPLETION OF MAINTENANCE PERIOD REMOVE ' ALL STAKE3, FL4GS, GUYS. TREE VVR.��l ANJ-- A11C*ORS. J. MULCH ALL NEW SHRUB BEDS AND pLA'iT ?ITS T10 ACHIEVE A J" DEPTH (AFTER SETTLEMENT).'MULCH ALL `DR GROUNDC0VER BEDS TO ACHIEVE A 2~ DEpT�fAFTER SETTLEMENT). SETTLE�EWT�. WULCH SAUCERS AND PLANTING AREAS TO BE A DOUBLE SHREDDED BARK MULCH. TYPICAL ELEVATION RADIUS NOW OR FORwERLY Jc- SQUARE FEET FIRST FLOOR INVERT -_---/A-0N PROPOSE--- CONT()UR EXISTING CONTOUR- ' BUILDING 3ETB�CK LINE TEBTHOLE so 15 o JO vvETLANDS FLAG GRAPHIC SCALE IN FEET 10/04/2000 REVISED 03/09/200 1 REVISED 04/17/20021[ �REVISED MN DATLE: 07/31/2000 LL- ° CL |/ | ~-~ uu °�~ CL Z LLJ _� z:2 �j LL' | <uu [L �� 2m u M �- 00001 - bu ��-- c� (� V) V) -j _� LLJ �� Ld zc� bn (») C] �� 0�� z�� h | F1 — �� ~�� | MN DATLE: 07/31/2000 REFERENCE -IS MAQE TO 1. Connecticut Guidelines for SOU Erosion and Sediment {|ontn}L January 1985. 2, Soil Survey of New London County CDnnect|Cut, U.S.O�. Soil Conservation Service 1983. DEVELOPMENT Proposed Development will oUovv for the construction of o Propane Distribution Facility along with associated parking, landscaping, well and septic system. SOILS The proposed site is composed of the following soil types: " " Paxton & Montauk - Fine sandy looms, gently sloping, well drained emUe are on drurn|o[doL g|oo\o| till, upland |ondforrns. " - Very stony fine sandy |oorn' noork/ level to gently sloping, moderately well drained soils on drurn|oido|, g>ooio\ till, upland |andforrns. " " Canton & Chariton - Fine sandy looms, moderately steep, well drained soils on glacial fU| upland hU|s, plains and ridges. DEVELOPMENT SCHEDULE It is anticipated that grading and construction activities will begin September 2000 and will be completed by Spring 2001. SEQUENCE OF CONSTRUCTION (SITE WORK) 1. Install erosion and sediment control devices. 2. Sowout @« remove pavement and curbing at entrances. J. Complete rough grading. Install utilities and drainage. 4. Install subgrade for proposed bituminous. 5. Install concrete walks and install light bases. 6. Install bituminous binder course and curbing, 7. Place stone surface. B. Install fencing. 9. Complete final grading and p|000 finish bituminous course. 10. Provide landscaping, |oorn, seed and rnu|oh side slopes and disturbed areas. 11. Provide striping & signage. 12. Rennuws erosion and sediment control, DEVELOPMENT CONTROL PLAN Prior to the commencement of operations in accordance with any permit issued by the Town of Montville, the Contractor shall install oil erosion and sediment control devices, The Contractor shall obtain o site inspection from the Town of Montville Zoning Enforcement Officer to ensure that all erosion and sediment control measures have been installed in accordance with this narrative. Upon certification with respect to the installation of erosion and sediment control measures, the Contractor may commence operations pursuant to the permit. Erosion and sediment control devices shall be installed in accordance with the "Filter Barrier Installation & Maintenance" and "Hoy Bole Installation & Mointenonce" sections of this narrative hereinafter contained. Dust control will be accomplished by spraying with water. Existing catch basins' within the ||rnibs of construction, must be protected with on inlet sediment control device. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. Final stabilization of the site is to follow the procedures outlined in permanent vegetative cover. If necessary o temporary vegetative cover is to be provided until a permanent cover can be applied. Ourina the stabilization period, all erosion and sediment control devices control devices shall be maintained in proper working order. The Dvvner's representative ahoU be responsible for checking all erosion and sediment control rnaosures on o twice-weeWy basis during the stabilization period and after each storm event. During the stabilization period' with respect to the site, any erosion v/h[oh occurs within disturbed areas shall be immediately repaired and nsstobi|ized. Once stabilization has been completed and certification thereof obtained in writing from the Zoning Enforcement Officer of the Town of Montville, erosion and sediment control devices shall be removed by the Controotor. Proposed trees will be planted with thefollowing precautions: 1. Trees and shrubs are to be planted in the spring. 2. Newly planted trees are to be stoked and supported with guy wire. 3. Soil around trees and shrubs is to be thoroughly watered when dry and mulch provided around the base to prevent roots from drying out. Provide o depression at the base of oil trees and shrubs to 'insure the water will be received. FILTER BARRIER INSTALLATION & MAINTENANCE 1 . Dig a 6" trench on the uphill side of the barrier location. 2. Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. 3. Loy the bottom B" of the fabric in the trench to prevent undermining and backfill. 4. Inspect and repair barrier after heavy rainfall, 5. Sediment deposits are to be removed when they reach o height of 1 ' behind the barrier and are to be .deposited in on area which is not regulated by the Inland Wetlands Commission. 6. Inspections and necessary repairs will be made twice -weekly, HAY BALE INSTALLATION & MAINTENANCE 1, Boles shallbe placed around all proposed catch basins with the ends of the bales tightly abutting each other. 2. Each ho|e shall be securely anchored with at least 2 stokes and gopa between bales shall be wedged with straw to prevent water from passing between the bales. 3. Inspect bales after each storm and repair or replace promptly os needed. Remove sediment behind the bales when it has reached half the height of the bale and deposit in an area which is not regulated by the Inland Wetlands Commission. 4. Inspections and necessary repairs will be made twice-week|y. PERMANENT VEGETATIVE COVER Topsoil will be replaced once the excavation has been completed and the shoulders are groded to o slope no greater than 3 to 1, Topsoil will be spread at o rnln|rnurn compacted depth of 4 inches. Once the topsoil has been opreod, all stones two inches or larger in any dimension will be removed as well as debris. Apply agricultural ground limestone at the rote of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at o rote of .300 lbs. per uone or 7.5 lbs. per 1000 y.f. Work ||rne ond fertilizer into the soil to o depth of 4 inches. Inspect seedbed before seeding. if traffic has compacted the soil, net|U compacted umaoo. Apply the following gross seed mix: Seed Mixture lbs.Zacre I s. f. Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 Perennial Rye Gross 5 .1{0 45 1.00 The recommended seeding dotes are: April 1 - June 30 and August 1 - September 30 Following seeding' firm seedbed with u roller. Mulch immediately following seeding. If o permanent vegatotiva stand cannot be established by September 30. opp/y a temporary �ov�r on the to��oD such oe n�tt[n�` rnut ur on orgon�� rnu|oh. CARDEN HC STAP PLANTING s ANCHOR �2-X3' STORM SEWER STRUCTURE STAKES EACH BALE FLOW FLOW 1120 KIM 1W., FILTER FABRIC TO BE INSTALLED UNDER CATCH BASIN GRATE CONCRETE BLOCK CONCRETE BLOCK PAVEMENT CATCH BASIN S|[TAJlOyJ FABR1C |yJ ON AT CATC H BAS |N FILTER FABRIC ANGLE 10' UP SLOPE POST FOR STABILITY AND SELF CLEANING COMPACTED LAJ BACKFILL U SILT FENCE NOT TO SCALE (2)-2^x2"x3' STAKES EACH BALE FULL ouRe 6' CURB TRANSITION 1:20 MAX, ADJOINING' SLOPE 7 FLUSH CURB 1:12 MAX. FLARED SIDES IA-_ 1: 12 MAX. FLARED SIDES 40 \-1:20 MAX. AoJow/wn SLOPE NOT TO SCALE 4" ROLLED PROCESSED GRAVEL CDMPACTED/Y\ GRAVEL 3° ROLLED 1/2" STONE '- . ` \ SUBBASE 08 4a* STONE SURFACE NOT TO SCALE ° 4' 8^x6 W1.4xW1.4 WELDED WIRE wBsH (TOP 1/3 OF SLAB) 2500# AIR ENTRAINED CONCRETE, SURFACE TO BE FINISHED WITH A WOOD FLOAT CONCRETE CURBING OR BY OTHER APPROVED MEANS 5" CONCRETE RISE 1/4" PER FOOT PR PO D RIVE 6 8" GRAVEL BASE 8" IN DEPTH AFTER COMPACTION PLACED 77 . IN TWO COURSES CRO$3; _-SECTION JOINTS SPACED APPROXIMATELY 12' DxxOEo INTO RECTANGLES AS REQUIRED 6^x6" W1.4mw1.4 WEU]B] KIIIIIIIIIIILSTRIIIII = BITUMINOUS S^ ^ CONCRETE Ali LIP CURBING BITUMINOUS ' CONCRETE -\ " X BACKFILL AS DIREC TED ROLLED GR/VEL BAS[-/ IP NOT TO SCALt, .x36. ANCHOR BOLTS FINISHED GRADE 18" DIAMETE CONCRETE Q. SCHEDULE 40 PVC CONDUIT CONCRETE SECTION NOT TO SCALE 2^ CLASS x Bnuw|wOuS CONCRETE 2^ BINDER COURSE -` 72^ ROLLED GRAVEL S_�sAsc-/ NOT TO k� ~x NOT TO SCALE PRECAST rop ~w RIBS IN m 0� ffl=jf- 7_7Z o (nj ��N `` Lio � - � � � �i o D�REDUCER uLd �_ p�� m� �u- Lj ��of 7[1 MIN. 4" FROM TOP � < �� 0o BOTTOM OF RISERS 1' ViN. � � �5 � � - � WALLS AT CR IkAMEDIATELY/ �m ABOVE THE BOTTOM OF ° - 0 (KINOCK-OU�T RISER W LINE ~J �� 0 � �� DEPTH 3' BELOW THE T: - MIN- OF TH IS STRUCTURE �� co __J �� TYPE " " OR L STANDARD CATCH BASIN � °CROSS SECTON �� 2^ CLASS x Bnuw|wOuS CONCRETE 2^ BINDER COURSE -` 72^ ROLLED GRAVEL S_�sAsc-/ NOT TO k� ~x NOT TO SCALE CAST CONCRETE covERS_/ Elm 4«4 1 GA. WIRE MESH 24"- WIRE MESH INLET 3" VENT 3* VENT Lo 00 CONTINUOUS HOT ASPHALT SEAL 4" SCHEDU LE #40 INLET BAFFLE 4" OUTLET BAFFLE LINED W/ 1/8" PVC 60' GAS DEFLECTOR aEPTIC TANK NO— TO SCALE 12~ BROKEN STONE DR `^ SCREENED GRAVEL TYPICAL BOTH SIDES. / *8' /-LIFTING HANDLES \ � / r-4^ Om. HOLE / ON LINE ^-xmucxuu|S FOR TRENCH |mST-'-_4T|Om TRAFFIC DIRECTION ARROW TO SCALE NOT O.D. TDP RAIL CONTINUOUS -'- UNE POST TOP 3 STRANDS BARBED WIRE END POST TOP RAIL END BRACKET LINE POST TENSION BAND TENSION BAR AND CORNER POSTS-/ CONCRETE Xx (ALL DOSTS) FABRIC KNUCKLED TOP AND BOTTOM DOPICAL CHAIN LINK |KJG CALE NOT TO S LIGHT' FIXTURE AND POLE "uuu LIGHTING AREA, CUTOFF FLOOD LIGHT AC SER/ES - REFLECTOR DESIGN, POLE LOCATION, & POLE HG[ 77 � TO BE DESIGNED TO MINIMIZE SPILLAGE 8x GLARE. _ _ _ CONCRETE BASE �PARKING LOT uoT To SCALE 6'-O^ co 00 CAST IN z Tow | '/ BURKE SPREAD - *mCo0R ---�' O �~-----4^ ^-----~� - T PLAN 0� 2^ m . ~-- G DIA. STEEL p|pE �LLEO SOLID WITH (PAImTED-YELLDi,1r') .' -` CONCRETE NO- SCkE NOT TO SCALE KNOCKOUT INLET & OUT�ET OPENINGS ~w RIBS IN L L4a-- CAST CONCRETE covERS_/ Elm 4«4 1 GA. WIRE MESH 24"- WIRE MESH INLET 3" VENT 3* VENT Lo 00 CONTINUOUS HOT ASPHALT SEAL 4" SCHEDU LE #40 INLET BAFFLE 4" OUTLET BAFFLE LINED W/ 1/8" PVC 60' GAS DEFLECTOR aEPTIC TANK NO— TO SCALE 12~ BROKEN STONE DR `^ SCREENED GRAVEL TYPICAL BOTH SIDES. / *8' /-LIFTING HANDLES \ � / r-4^ Om. HOLE / ON LINE ^-xmucxuu|S FOR TRENCH |mST-'-_4T|Om TRAFFIC DIRECTION ARROW TO SCALE NOT O.D. TDP RAIL CONTINUOUS -'- UNE POST TOP 3 STRANDS BARBED WIRE END POST TOP RAIL END BRACKET LINE POST TENSION BAND TENSION BAR AND CORNER POSTS-/ CONCRETE Xx (ALL DOSTS) FABRIC KNUCKLED TOP AND BOTTOM DOPICAL CHAIN LINK |KJG CALE NOT TO S LIGHT' FIXTURE AND POLE "uuu LIGHTING AREA, CUTOFF FLOOD LIGHT AC SER/ES - REFLECTOR DESIGN, POLE LOCATION, & POLE HG[ 77 � TO BE DESIGNED TO MINIMIZE SPILLAGE 8x GLARE. _ _ _ CONCRETE BASE �PARKING LOT uoT To SCALE 6'-O^ co 00 CAST IN z Tow | '/ BURKE SPREAD - *mCo0R ---�' O �~-----4^ ^-----~� - T PLAN 0� 2^ m . ~-- G DIA. STEEL p|pE �LLEO SOLID WITH (PAImTED-YELLDi,1r') .' -` CONCRETE NO- SCkE NOT TO SCALE SECURE TO 1-1/2^0 ^f' sAu/Aw|ZEU STEEL POST ~ WITH (2) 1/4^0 GALVANIZED BOLTS (1 TOP, 1 BOTTOM) STOP 5/Gw TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT `-------� D.0.T. STANDARDS STOP SIGN NOT TO SCALE HANDICAPPED PARKING STATE PERMIT REQUIRED VOLATORS WILL BE FINED SECURE TO 1 1/2^ w GALVANIZED STEEL POST GALVANIZED BOLTS �-------5`-O^ TO GRADE - NOT TO SCALE � ~w � � W m� -� m n * ° - 0 __. W \� ~J �� 0 � �� <Lu �� co __J �� SECURE TO 1-1/2^0 ^f' sAu/Aw|ZEU STEEL POST ~ WITH (2) 1/4^0 GALVANIZED BOLTS (1 TOP, 1 BOTTOM) STOP 5/Gw TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT `-------� D.0.T. STANDARDS STOP SIGN NOT TO SCALE HANDICAPPED PARKING STATE PERMIT REQUIRED VOLATORS WILL BE FINED SECURE TO 1 1/2^ w GALVANIZED STEEL POST GALVANIZED BOLTS �-------5`-O^ TO GRADE - NOT TO SCALE Lij 0 __. ~ L.L <Lu �� ~ �� __J �� Z�� O-Uj '- �� yj =- �� - Z m < O_ �� -� Z �� yl �� |< 2V� uu ~~ C) - �� :] �� ' of = LLJ uuLJ �] 0�� Lij �~ �� [j �� Z�- W �� LjJ [1 0 b� u) V) =^ 0 Z - �� F\ �� 2 � ~ 0 N �� -w �f C 0 =' | u� PROVIDE 20 LF — 15* CPP INV` IN 256.0 0 EXISTING CATCH BASIN 10.0% SLOPE EXISTING CATCH BASIN TF 260-40 INV OUT 256.10 INV IN (PROPOSED) 257.0 PROVIDE FILTER FARRIC UNDER GRATE DURING CONSTRUCT10N (SEE DETAIL) eENCHMM CATCH BASINI GRATE AT CURB IIS EXISTING CATCH BASIN 110 Q - ENTERPRISE LANE TIN260 .4-0INV 25.8 15" ACCKIP 4.1% PROVIDE TYPE *C" CATCH BASIN TF 263.5 INV` IN 258.5 INV OUT 258.0 FPROVIDE UTILITIES PROVIDE 26 LF 15* CPP 0 1.92% SLOPE PROVIDE TYPE "C" CATCH BASIN IFTF 264.0 INV IN 259.5 INV OUT 259.0 iIIII"ROVIDE TYPE *CL" CATCH BASIN TF 272.0 i'NV OUT 268.0 1 7`17 — — ----- ITO\ Vol ftck"M Pend ChesterF;e(d km TH 04 x x _rx X --t-\ x lb rQ I ITT 1000 x GALL0\N SEPTIC TAN� -x (SEE DETAIL) � 4 E I f � � I �2w mai r �d"pvr ....'::.. ,r- � � \ . `,,, j . '` ,, ' 1 � f X ix VVLt- f -Cl il,,3-- . ... . .. ... .... ........ I ............ I -6 WLF# WLF# WLF# LF# 1-16 1-15 .'. '.. - `. - 1 WLF# -13 7 1-14 WLF# ..WLF# ......... .. ............. 1-12 1-8 co 20' WLF# ...... WLF# ... 1_9 DRAINAGE WLF# EASEMENT 1-10 PROVIDE 220 LF SILT FENCE MAINTAIN THROUGHOUT CONSTRUCTION (SEE DETAIL) CIO, 7tlQ0 BLOCK WALL TOP WALL ELEV. 286. — 0 INSTALL FENCE ON TOP OF WALL AS RECOMMENDED BY THE MANUFACTURER TESTHOLE PER REFEREN_E PLAN TESTHOLE #1 0"-7" TOPSOIL 7"-25" FINE S'%DY LOAMS 4i.- - 25"-50" FINE _DIUM SAND AfITI SILT, COMPACT 50"-79" LAYS=_ COARSE TO MEDIUM 'SANDY PAN TESTHOLE k18 0"-9" TOPSOIL 9"-22" SANDY _DAM, COMPACT 22"-34" COAR-E' SANDY LOAM PAN 34"-80" LAYE-__ COARSE TO MEDIUM SANDY PAN TESTHOLE-#19 0'-8" TOPSOIL 8"-30" S11 -1-Y S:'�IDY LOAM 30"-76" GRAY COARSE SANDY LOAM 65" WATER, 25" MOTTLES TESTHOLE DATA PER UNCAS HEALTH DISTRICT SEPTEMBER .291 2000 TESTHOLE #101 TYPICAL UEV E L ELEVATION 0"-18" SUBSOIL RADIUS N/F NOW OR FORMERLY 18"-109" MEDIUM TO COARSE FIRM SAND, SOME SILT NO LEDGE, WATER @ 83", NO MOTTLING TESTHOLE #10 EXISTING CONTOUR It BUILDING SETBACK LINE 0"-22" SUBSOIL TESTHOLE , Z 22"-108" MEDIUM (1� I- Q COARSE FIRM SAND, SOME SILT NO LEDGE, WATER !E 84", MOTTLING @ 22" TESTHOLE #103 (/)0 c) (D < 0"-103" MEDIUM TO COARSE FIRM SAND, SOME SILT NO LEDGE, WATER @ 93", NO MOTTLING TESTHOLE #104 < Ld Lf) 0"-112" MEDIUM TO COARSE FIRM SAND WITH SILT NO LEDGE, WATER @ 94", MOTTLING 0 30" N -N Lake ITE LOCATION MAP SCALE 1" = 20C200 PERI LIMON RATE F==__.::.__FEtEN'C'E ____',N # 47 — 24 MINUTES/INCH #'2 — 6 MINUTES/INCH # 174 - - 8 INUTES/INCH RA.j'S;:-:: 1 LASS PER SUBDIVISION MAP PER UCAS JHEA__- DISTRICT SEPTEMBER 20.. 2000 PER f MINUTES/INCH EPTIC T__STEM DESIGN 10 0 EMP i 0"EES x 20 = 200 GALLONS/DAY APPLICATION RATE = 1.2 GAL/DAY/SF REQUIR--_0 LEACHING AREA: 168 SF PROVID,-_ "1' 40' ROW 12" FLOW DIFFUSERS E'FFECTNE LEACHING AREA: 236 SF PRCVIDE A 1000 GALLON 2 COMPARTMENT SEPTIC TANK MLSS REQUIRED = n/c MLSS PROVIDED = 50' OIARE AREA OF PROPOSED SYSTEM AS FOLLOWS !, REMOVE A',D STOCKPILE TOPSOIL. Z. PLACE BA' �',, RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS ANCCOMPACTED TO 95% DENSITY. 3. EXCAVATE 'TE 4' WIDE TRENCHES AND PREPARE SURFACE. 4. FILL TREqCHES. WITH 1" WASHED STONE TO HEIGHT OF PIPE INVERTS. PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE. 5. CAP END$ OF PIPES. 6. PLACE A64 1 WIDE STRIP OF NON—WOVEN FILTER FABRIC ON TOP OF THE ENTIRE L GTH OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL. 7. REPLACE OPSOIL, SEED & MULCH. SELECT 71U. MATERIAL "SELECT FlLMATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TC PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FRE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE FILL MATERIAL SHALL MEET HE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSICNENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE FILL ALL NOT CONTAIN ANY MATERIAL LARGER THAN (3) INCHES. 2, UP TO 4, OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED JE ON THE #4 EVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 3. THE MATE L THAT PASSES THE #4 SIEVE IS THE REWEIGHED AND THE SIEVE ANALYSIS ST TED. TED. 4, THE REM ING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: SIEVE SIZE PERCENT PASSING #4 100% 0 70%-100% LJ 40 10%-50% (SEE NOTE BELOW) h #100 0%-20% #200 0%_5% NOTE PER,4T PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF T-_ PERCINT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. THE RESP)NSIBILITY FOR THE PREPARATION OF THE LEACHING AREA UTILIZING "SELECT MATERIAL" IS "AT OF THE LICENSED INSTALLER. THE INSTALLER SHALL TAKE THE NECESSAR" ST -E—PS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS FROM OVERCOVF-4CTION AND SILTATION ONCE EXPOSED. ,LEGEN TYP. TYPICAL UEV E L ELEVATION R= RADIUS N/F NOW OR FORMERLY SF SQUARE FEET FF FIRST FLOOR 269.0 INVERT ELEVATION ,*---280— PROPOSED CONTOUR --280-- EXISTING CONTOUR It BUILDING SETBACK LINE TH# E;_91 1 8 TESTHOLE 30 15 0 30 GRAPHIC SCALE IN FEET L010412000 REVISED 10310912001 REVISED 04/17/2002 REVISED 0-0 0 1 0 < 7 1 0 z cn V) y 00 c) < U_ 0 0-0 0 1 0 < 7 1 c W cn V) 0 00 c) < U_ 0 6 C, c: _j Z LL_ LLJ W < , 0 W c 0- LLJ - Z LLJ , Z z (1� I- Q < 4� Q LLj z w !E 0-0 0 1 0 < 7 1 D ATE: 07/31/2000 SHEET 2 OF 3 cn 0 LLJ c) < U_ 0 6 _j Z LL_ LLJ W < , 0 1-- 0- LLJ - Z a - Lu W , z Z < Lli Z < LLj z w Ld 0 (/)0 c) (D < _j Ld Lj_ ch W CL Lij w� Z J> no I -- V) Lj _j �_ < Ld Lf) 0 LLJ z LJ m 0 V) V) 0 0 0 z ON CL < 0 D ATE: 07/31/2000 SHEET 2 OF 3