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Home My WebLink AboutSite PlanE IN INV HANDICAP i I� 5' CONC. WITH CO CLA 14 Deciduous Shade Trees FP Fraxir us Pennsylvanica "Marshalls Seedless" Marshalls Seedless Ash Shrubs JC Juniperus Conferta "Emerald Sea" Emerald Sea Shore Juniper Rp Rhod. poukanensis 'Compacta' Compact Korean Azalea Clethra Alnifolia Sweet Pepper Bush 2-2\" Cal. 2 1 5/27/08, Health I No. Date 18-24" Spd. 3 2 gal. 8 16 gal. 40 Chesterfield D Pond r 8G OD O I'�F � T�yti O PROJECT SITE LOCATION MAP ZONNG COMPLIANCE CHART ZONING DISTRICT: LI Lake r Kononmoe �F d �S� ITEM REQUIRED PROPOSED LOT AREA 80,000 S.F. 220,547.6 S.F. LOT FRONTAGE 200 FT 240 FT FRONT YARD SETBACK 50 FT 62 FT SIDE YARD SETBACK 30 FT 32 FT. REAR YARD SETBACK 30 FT. FT, BLDG HEIGHTS 50 FT 24. FT PARKING SPACES 15 15 _PARKING REQUIREMENTS: 1,500 SF OFFICE ® 1 SPACE/250 SF 8,500 SF WAREHOUSE 0 1 SPACE/1000 SF = TOTAL SPACES = 20' 0 20' W# SCALE: 1 "=20' 6 SPACES 8.5 SPACES 15 SPACES yi 1 'UN1 1 1`00$ U U L. 1!!C A n9ineere Inc. IVIL • STRUCTURAL SURVEYING t. Comments 317 Main Street Norwich, Connecticut Revision (860) 886-1966 Fax (880) 886-9165 Project No. LOT 9 - LOMBARDI BUSINESS PARK CIA -4322 Proj. Engineer 315 BUTLERTOWNROAD DateE.M.B. : Montville, Connecticut MARCH 2008 Sheet No. Lot Layout: Lot 9 P 4f 0 R o � M IN� 0Q deo 4!�j O 0 0 0 Qd d Qo 4 MIN. DEPTH og� " °R 2" STONE PS SNAO ,MVM 12, MSN FILTER FABRIC OVER STRIPPED GROUND (TOPSOIL REMOVED) CONSTRUCTION ENTRANCE NOT TO SCALE SHOULDER OR PAVEMENT 9" PAVED SURFACE R=2" IN PARKING AREA 2 1/2" BIT.I CONC.� 6„ r1" 45, 8"� GRAVEL BASE BITUMINOUS CONCRETE PAVEMENT & LIP CURBING NOT TO SCALE WIDTH AS REQUIRED TOOLED JOINT 6" R=1/4" PAVEMENT FINISHED GRADE FINISH GRADE 6" d a Id .7 . a 5" CONCRETE SIDEWALK 0 20" " 8" GRAVEL FILL 0 e 0' 0 10' 8" GRAVEL FILL • ,' NOTE: ' MAXIMUM SPACING OF JOINTS 25 FT. - y;, :. ''' ' •' ,�• ^%��" • • 8" JOINT SHALL CONSIST OF BITUMINOUS �� ®-� FILLER APPROVED BY THE ENGINEER. of L6w CONCRETE SIDEWALK WITH CURBING DETAIL CHAINS LINK ENCLOSURE •' VERTICAL SLATS ' 12" 5'x10' CONCRETE SLAB (PITCH 1 /4"/ft. TO REAR) CHAIN LINK FENCE/DUMPSTER ENCLOSURE NOT TO SCALE 3" 2 3 5/8- FRONT ELEVATION DOUBLE SWING GATE TIE WIRES AT 12" CENTERS 1-5/8" 3/8" TRUSS RODS (TYP.}� TYPE "C" CATCH BASIN DETAIL NOT TO SCALE w of RKRO01 01 01 0A 000 .40,10,400, LE POUR TO SLE 2" CRUSH STONE F. ;'fie —•—a. • t t • �f�'�--TQC t tie . w t s� •' � �,:� ,.&�•.:V •s y 7.•r;. ..� ,� �.•^' .. ;y•' �: tt a•. t} ,yi �• •• Fir.. •�^y.•a,. D. .y• - �8" COMPACTED GROVEL BASE STONE PARKING AREA DETAIL NOT TO SCALE .•a�� i1��- --cif ••• !1 N • x'0 s • �, �� 7r� * fir,, f� • ! • : ��!��,.�� ir�� ' .414 CLA 2:1 SLOPE, GRAVEL FILTER STONE CHECK DAM NOT TO SCALE 1/4-0/4" STRETCHER 5 ( 5 _ r SECTION EXPOSED AGGREGATE FINISH i FLAT LOW 1 INSTALL HANDICAPPED PARKING SIGN (TYP.) PAINTED _ LINES, 3" WIDE (TYP-) i PAINTED UNIVERSAL HANDICAP SYMBOL 4 HEIGHT &CENTERED i 10 5 TYPICAL HANDICAP PARKING SPACE NOT TO SCALE TAPERED CURB SECTION UNIFORM SLOPE 10% PITCH NOTE: ALL CONCRETE CURB RAMPS SHALL HAVE A EXPOSED AGGREGATE FINISH SURFACE TO PROVIDE A DETECTABLE WARNING TEXTURE AS REQUIRED BY SECTION 4.27 OF ANSI A117.1-1986. CURB RAMP DETAIL NOT TO SCALE 2"x2"x48" WOOD STAKE FILTER FABRIC WITH WOVEN WIRE FENCE, INDUSTRIAL NETTING, OR SNOW FENCE FOR SUPPORT COMPACTED BACKFILL 100• l� FLOW 12" MIN. NATIVE SOIL SILT FENCE SECTION NOT TO SCALE 20' 2'-6" IN PAVED AREAS RESERVED THIS SIGN TYPICAL AT PARKING ALL ACCESSIBLE PARKING R7-8 SPACES ® THIS SIGN TYPICAL AT tD CO CO M 12'x8' M WORDING AS REQUIRED 12'x9' BY STATE OR LOCAL LAW tj "U"—CHANNEL POST (2—lbs./ft.) 0 10" 0 0 `, TOP OF FRAME 2 " W/CONCRETE I! u 0 M 2 " OF CONCRETE I� #4 BARS 4'-0" LG. CROSS SLOPE AS PER CROSS SECTION t8" 1/2" .�.. 2 13/16" 11 1/2" 3 13/16' " =• " PRECAST CONC. UNIT (O.O.T. STANDARD) 12" 2'-2 3/8"" w PRECAST CONC.o MASONRY UNITS OR PRECAST RISERS 2 13/16" 7 13/16" POURED CONC. OR • PRECAST SUMP '�. to 8" 3' _0" 8, 4'-4" SIDE ELEVATION TYPE "C" CATCH BASIN DETAIL NOT TO SCALE w of RKRO01 01 01 0A 000 .40,10,400, LE POUR TO SLE 2" CRUSH STONE F. ;'fie —•—a. • t t • �f�'�--TQC t tie . w t s� •' � �,:� ,.&�•.:V •s y 7.•r;. ..� ,� �.•^' .. ;y•' �: tt a•. t} ,yi �• •• Fir.. •�^y.•a,. D. .y• - �8" COMPACTED GROVEL BASE STONE PARKING AREA DETAIL NOT TO SCALE .•a�� i1��- --cif ••• !1 N • x'0 s • �, �� 7r� * fir,, f� • ! • : ��!��,.�� ir�� ' .414 CLA 2:1 SLOPE, GRAVEL FILTER STONE CHECK DAM NOT TO SCALE 1/4-0/4" STRETCHER 5 ( 5 _ r SECTION EXPOSED AGGREGATE FINISH i FLAT LOW 1 INSTALL HANDICAPPED PARKING SIGN (TYP.) PAINTED _ LINES, 3" WIDE (TYP-) i PAINTED UNIVERSAL HANDICAP SYMBOL 4 HEIGHT &CENTERED i 10 5 TYPICAL HANDICAP PARKING SPACE NOT TO SCALE TAPERED CURB SECTION UNIFORM SLOPE 10% PITCH NOTE: ALL CONCRETE CURB RAMPS SHALL HAVE A EXPOSED AGGREGATE FINISH SURFACE TO PROVIDE A DETECTABLE WARNING TEXTURE AS REQUIRED BY SECTION 4.27 OF ANSI A117.1-1986. CURB RAMP DETAIL NOT TO SCALE 2"x2"x48" WOOD STAKE FILTER FABRIC WITH WOVEN WIRE FENCE, INDUSTRIAL NETTING, OR SNOW FENCE FOR SUPPORT COMPACTED BACKFILL 100• l� FLOW 12" MIN. NATIVE SOIL SILT FENCE SECTION NOT TO SCALE 20' 2'-6" IN PAVED AREAS RESERVED THIS SIGN TYPICAL AT PARKING ALL ACCESSIBLE PARKING R7-8 SPACES ® THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES ACC1 SIME 12'x8' PENALTY SIGN WITH WORDING AS REQUIRED 12'x9' BY STATE OR LOCAL LAW "U"—CHANNEL POST (2—lbs./ft.) 4" PIPE BOLLARD PAINTED `, TRAFFIC YELLOW, FILLED 5 W/CONCRETE I! u 0 M SLOPE TOP OF CONCRETE I� 3500 P.S.I. e , ; P.C. CONCRETE '' ;a.• 3' o ; L N 0. • 1 •-6" At ACCESSIBLE PARKING SIGN N.T.S. ACCESSIBLE PARKING SIGN NOT TO SCALE 71 Of LUMINAIRE 150 WATT HIGH PRESSURE BY MWC LIGHTING SANTA ANA, CALIFORNIA OR APPROVED EQUAL 4" SQUARE ALUMINUM POLE BY MAIC LIGHTING SANTA ANA, CALIFORNIA OR APPROVED EQUAL FINISHED GRADE CONCRETE FOOTING AND BASE �. w. ■ • •■ �■ • _.MDARD REMOTE MOUNTED SIMPLEX CONTROL PANEL. TO BE INSTALLED IN THE HOUSE JUNCTION BOX, STRUCT. PLASTIC 24" OPENING IN CHAMBER TOP. PROVIDE MANHOLE EXTENSION RINGS & COVER TO GRADE FLOAT - 6" THK CONCRETE BRACKET PUMP CHAMBER .- 48" . DIA. 1250 GAL. '. SEPTIC TANK (SEE DETAIL) 1 1 2" DIA. PVC_ EF LUENT HOSE HIGH WATER "ALARM" PUMP "ON" LEVEL --7 PUMP "OFF" LEVEL _ NOT TO SCALE VA%JXTENSION PUMP CHAMBER DETAIL H-20 LOADING NOT TO SCALE NOTE 1. DUAL PUMPS MUST BE ALTERNATING 2. PUMP DOSE VOLUME TO BE 15 CF. EROSION CONTROL 8 SEDIMENTATION NARRATIVE 1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES, THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE WETLANDS OFFICER. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED TO BE NECESSARY BY THE WETLANDS OFFICER. 3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OFFICER FOR INSPECTION OF THE SEDIMENT AND EROSION CONTROL MEASURES, PRIOR TO SITE DISTURBANCE. CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE WETLANDS OFFICER HAS REVIEWED AND APPROVED THE INSTALLATION OF THE SEDIMENTATION AND EROSION CONTROL MEASURES. 4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST WEEKLY AND AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS NECESSARY. 5. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVED AND STOCKPILED IN AN AREA AS SHOWN ON THE PLANS. 6. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND ANY TEMPORARY STOCKPILE AREAS. 7. TOPSOIL SHALL BE RE-APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES. 8. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION IS RE-ESTABLISHED. 9. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND OCTOBER 1. 10. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBED AREAS: KENTUCKY BLUE GRASS 20 LB's/AC CREEPING RED FESCUE 20 LB's/AC PERENNIAL RYEGRASS 5 LB's/AC 11. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. 12. THERE IS A SMALL AMOUNT OF SEDIMENT PRESENT WHERE THE BUILDING ADDITION IS PROPOSED, DUE TO VEHICLE RINSING. THE VEHICLE REPAIR WILL BE ELIMINATED PRIOR TO THE CONSTRUCTION OF THE BUILDING ADDITION. POLLUTION PREVENTION PLAN 1. POLLUTION PREVENTION TEAM THE OWNERS WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS OF THIS PLAN. 2. SWEEPING PARKING LOTS, SIDEWALKS AND OTHER IMPERVIOUS SURFACES SHALL BE SWEPT CLEAN OF SAND AND LITTER AND ANY OTHER POLLUTANTS AT LEAST TWICE A YEAR. A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL) B. DURING APRIL (AFTER SNOW MELT) 3. OUTSIDE STORAGE ACCESSORIES OR EQUIPMENT STORED OUTSIDE SHALL BE COVERED OR MAINTAINED TO MINIMIZE POSSIBILITY OF THESE MATERIALS OR THEIR RESIDUE PASSING TO STORM WATER. 4. WASHING NO WASHING VEHICLES OR EQUIPMENT IN PARKING AREAS. 5. SPILL OR ACCIDENTAL DISCHARGE COMPLY WITH STATE AND FEDERAL REGULATIONS TO CONTAIN AND CLEAN UP ANY SPILL OR DISCHARGE AND DISPOSE OF MATERIALS AT AN APPROVED FACILITY. CONTACT CONNECTICUT DEP OIL AND CHEMICAL SPILL RESPONSE DIVISION (860) 424-3338 IN THE EVENT A SPILL OCCURS THE FOLLOWING STEPS SHOULD BE PERFORMED AS SOON AS POSSIBLE: A. STOP THE SOURCE OF THE SPILL B. CONTAIN THE SPILL C. COVER SPILL WITH ABSORBENT MATERIAL SUCH AS KITTY LITER, SAWDUST OR OIL ABSORBENT PADS. DO NOT USE STRAW. D. DISPOSE OF ABSORBER IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 6. BEST MANAGEMENT PRACTICES FOR FUTURE UPKEEP OF THE SITE WILL INCLUDE NON -CHEMICAL LAWN CARE &MINIMAL USE OF FERTILIZERS, DE-ICING OR WINTER OPERATIONS WITHOUT THE USE OF CALCIUM, AND NO EXTERIOR WASHING OF VEHICLES OR DISCHARGING OF INTERIOR WASH WATER. THE WASH AREA WITHIN THE BUILDING WILL HAVE A 100% RECYCLED SYSTEM WITH NO DISCHARGE. 6 1/2" 4WEEP HOLE TO BE DRILLED IN THE BOTTOM LUMINAIRE 250 WATT HIGH OF THE FORCEMAN 12'-0" PRESSURE BY MWC LIGHTING SANTA ANA, CALIFORNIA OR APPROVED EQUAL BUILDING MOUNTED LIGHTING FIXTURE NOT TO SCALE GLA Engineers, Inc. CIVIL STRUCTURAL SURVEYING 317 Main Street Norwich, 1 5/27/08 Health Dept. Comments Connecticut No. Date Revision (860) 886-1966 Fax (860) 886-9165 Project No. LOT 9 - LOMBARDI BUSINESS PARK CIA -4322 Proj. Engineer E.M.B. 315 BUTLERTOWNREAD Date Montville, Connecticut Sheeeet No 008 D@tells Ln d' et 0 000 Z3 4+ 410 14 CL r—I m i i dom .... r r= iti• fit! r "r r j gra t r II / PROPOSED III WELL 1 � / P POSE P{MARS PTIS I / PROPO EDmom / i r r r 1� WELL \ / — -- mom ...... -- — / 1 Al PROPOSED t ' PRIMARY SEPTIC i I ( SYSTEM : y r. 11 / ..... .:.:.................................. r.......• .:,.: n.2 { „ ., . ., .... ........ ray �'>�•• �,..?•.:,; : ....... ... a.. .• �};i-Vii,•::. r: y ..... r. .......:.;.n::v..:....::::::: n............... .. ..... ::::::: vx ., •v,..,..: •�...,..'t�.Xr•RiJIZf., .. r .. : ,:. -\. 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Y,J, .\i TY .Vv\. :5:\r vy ':�::: Y::�i .:4:;.v... ::::,v: n•::: nv;:nwrnv::: .....-...: ''.- .:. ..... 4:•: .... , :::: .r, h ti' -•c ::::.:....-+v: }: i5::;: v::: n:4::4: ii}:vi555:-is i::: �:?%vi :i ::ir•::� }r .. 5.v:::.v::::::;::::4v::v: n.:::.::::.:..:.,ry:?::: r: i'?v'4'•5i 45}11`11'1 r5r: 1 / r t I -- amm mow 1 t "f :1 r `\ 1 PROPOSED PRIMARY SEPTIC } SYSTEM ' ► 1 ffi I �11 PROPOSED I I WELL \ 1l 1 • I 11 \I j 15.1 , < \ ' Chesterf I e l d Davis pond ti�� RNER 0 oti A z F�To PROJECT SITE LOCATION MAP SCALE: ,•=, 000• 40 0 40 80 FE mom MEMO SCALE: 1"=40' Lake Konomos ATF A Engineers, Inc. CIVIL ® STRUCTURAL • SURVEYING 1 5/27/op Health Dept. Comments 317 Main Street Norwich, Connecticut (860) 886-1966 Fax (860) 886-9185 No. Date Revision Project No. LOT 9 - LOMBARDI BUSINESS PARK CLA-4322 Proj. Engineer E.M.B. 315 BUTLERTOWN ROAD Date: Montville, Connecticut MARCH 2008 Sheet No. Lot Layout: Lot 9 Overall INSTALL i i EXIJT. CB TF -230.4 INV.i227.8 PROVIDE SILTF'ENCE i INV.=25.93 INV.=2 7.46 INV.=28.25 TF�23 INV. 22 PROVIDE SILTFENCE�� I EX TF INV. LOT 9 TEST HOLE DATA: TEST HOLES RECORDED BY ROBERT RUSSO DEPTH ON APRIL 2004 PRESOAK AT TH #9A 79" TOTAL DEPTH 12:46 0-6" Topsoil Dark brown fine sandy loam 90 GPD 6-27" Subsoil yellow brown sandy loam with silt and 27-78" brown and gray sandy loam with silt and stones mottles NO BEDROCK WATER 76" - 17" MOTTLING 0 27" 1:06 TH #9B 79" TOTAL DEPTH 1/2" 0-16" Topsoil Dark gray fine sandy loam - 18" 16-27" Subsoil strong brown sandy loam with silt and stones 27-79" Brown strong brown and gray sandy loam with silt and stones mottles - 19" NO BEDROCK 1:26 WATER 67" 1/2" MOTTLING c 27" - 19 TH #9C 73" TOTAL DEPTH 1:36 0-6" Topsoil Dark brown fine sandy loam 6-24 Subsoil strong brown sandy loam with silt and stones 24-73" Brown strong brown and gray sandy loam with silt and stones mottle - 20 NO BEDROCK USE LAST 30 WATER 67" i MOTTLING ® 24" 30 MIN / 1.5 IN = 20 MIN/IN TH #9 D 88" TOTAL DEPTH RATE = 0-5" Topsoil Dark brown fine sandy loam 5-24" Subsoil yellow brown sandy loam with silt and stones 25-88" Brown and gray sandy loam with silt and stones NO BEDROCK WATER 68" MOTTLING 0 24" PERC TEST DATA TOTAL DEPTH - 24" PRESOAK AT 10:55 12:46 - 13" 90 GPD 12:51 - 15" 18.5 EMPLOYEES X 35 GPD/EMPLOYEE 15:56 - 16" 1:01 - 17" 1:06 - 17 1/2" 1:11 - 18" 1:16 - 18 3/4" 1:21 - 19" 1:26 - 19 1/2" 1:31 - 19 3/4" 1:36 - 20" 1:41 - 20 1/4" 1:46 - 20 1/2" USE LAST 30 MINUTES FROM 1:16 TO 1:46 - 1.5" DROP 30 MIN / 1.5 IN = 20 MIN/IN PERC RATE = 10 TO 20 MIN/IN DESIGN DATA PRIMARY SYSTEM: PERCOLATION RATE: 10 TO 20 MIN/IN (20 MIN/IN) 900 SF OFFICE/200 SF/EMPLOYEE = 4.5 EMPLOYEES 4.5 EMPLOYEE X 20 GPD/EMPLOYEE = 90 GPD 9,250 WAREHOUSE/500 SF/EMPLOYEE = 18.5 EMPLOYEES 18.5 EMPLOYEES X 35 GPD/EMPLOYEE = 647.5 GPD APPLICATION RATE: 1.2 GPD / SF REQ. EFFECTIVE LEACHING AREA=(737.5 GPD)/(1.2 GPD/SF)=614.5 SF USE A 12" CONC. GALLERY EFFECTIVE LEACHING AREA OF TRENCH = 5.9 SF/LF LENGTH OF TRENCH REQUIRED=(614.5 SF)/(5.9 SF/LF)=104 LF DEPTH TO RESTRICTIVE LAYER: 24" SLOPE: 2.5% HF=48 FF=2.5 PF=1.5 MLSS=(48)(2.5)(1.5)=180 LF USE ONE ROW OF 188 LF LEACHING AREA PROVIDED = 1,109 SF RESERVE SYSTEM: USE SAME DESIGN AS PRIMARY SYSTEM 4 3/4 of INLET WF 1-65 I r 1 .. 1 WF#1-64 r / I 64 LF-12;/CO�C. GALLERY � ELEV. Y1.5 BOTTOM OF TRENCH I D -OX r±; �IOVAN=232. 5 IN y INV.OUT=2 2.0 OUT WF#1-63 PUMP CH MBER - H-20 LOADING I TF=233.8 H D INV. =22 .5 IN 4" PVC INV.=2 .8 OUT 2" PVC SETTLING CHAMBER INV.=32.7 IN -2" PVC N y INV. 232.45 OUT -4" PVC CO M J 60 LF -12 CONC. GALLERY ELEV. 231.5 BOTTOM OF TRENCH / )2" FORCEMAIN - PVC / ASTM D2241 PROVIDE 2" RIGID WF# 1-61 INSULATION / 1250 GAL SEPTIC TANK - H-20 LOADI't_ W/MANHOLE COVER TO GRADE - TF= 0 INV.IN=227.4 INV.OUT=227.15 D -BOX INV.IN=232.05 IN SEPTIC SYSTEM NOTES: 1. THE BUILDING, SYSTEM AND WELL ARE TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO THE START OF CONSTRUCTION. 2. MANUFACTURER TO CERTIFY THE SEPTIC TANK WATERTIGHT. 3. A BENCHMARK IS TO BE SET, NOTED ON THE PLAN, AND PROVIDED TO UNCAS HEALTH DISTRICT, PRIOR TO THE START OF CONSTRUCTION. 4. AFTER THE FILL IS PLACED AND COMPACTED, IT MUST BE PERC TESTED PRIOR TO INSTALLATION OF THE SYSTEM. 5. PLANS FOR ALL RENTAL AREAS MUST BE REVIEWED AND APPROVED BY UNCAS HEALTH DISTRICT. 6. THE WATER USAGE FOR THE FACILITY MUST BE MONITORED. THE WATER METER READINGS MUST BE PROVIDED TO THE UNCAS HEALTH DISTRICT ON A QUARTERLY BASIS. THE WELL WITHDRAWAL RATE MUST BE LIMITED TO LESS THAN 10 GPM. 7. FINAL BUILDING PLANS MUST BE SUBMITTED TO THE UNCAS HEALTH DISTRICT FOR REVIEW AND APPROVAL OF THE INTERNAL PLUMBING COMPONENTS. 8. NO FOOTING DRAIN ARE PROPOSED. 9. PRIOR TO OBTAINING PERMIT FOR INSTALLATION OF SEPTIC SYSTEM, ADDITIONAL TEST HOLES MUST BE DUG IN THE MIDDLE OF THE SYSTEM AND AT NORTH END OF THE PRIMARY SYSTEM. PROVIDE 24" COVERINLET TEE 0 _\ 0 TO GRADE 2" FORCE MAIN (TYP.) INV.OUT +3 24» A 6" 9„ 4 INV.OUT=232.0 OUT yyF#1-60 � 4" OUTLET PIPE (NP.) IMATCH D -BOX #1 INVERT PRIMARY SEPTIC P / l SYSTEMWF#1_591 2'�2' CONCRETE STRUCTURE RESERVE SEPTIC � � I CONCRETE MINIMUM STRENGTH - 4,000 P.S.I. O 28 DAYS h , SYSTEM I STEEL REINFORCEMENT -ASTM A-615-75, GRADE 60, 1" MIN. COVER I PRECAST CONCRETE W/1-1-20 LOADING wF#, -5$ �� I SETTLING CHAMBER 64 LF -12" CONC. GALLERY I NOT TO SCALE ELEV. 231.5 BOTTOM OF TRENCH WF#1-57 PROVIDE SILTPENCE / \� WF#1-56 � I -�-I �- 8" NP. 2 PLACES a N TYP. 3 PLACES PLAN VIEW 18"DIA. COVER CROSS SECTION VIEW 1,250 GALLON SEPTIC TANK H-20 LOADING NOT TO SCALE OUTLET 4" L.P. P.V.C. PIPE SEAL -i- OUTLET OUTLET FILTER DEVICE 12" FILTER FABRIC PRECAST CONCRETE 4'x8'x2' 6" MIN. LEACHING GALLERY COVER HS -20 LOADING INVERT lmffil?b�k 4' ON1 1 " DIAMETER 6CRUSHED STONE 12" CONCRETE LEACHING GALLERY TENCH NOT TO SCALE 20' 0 20' SCALE: 1 "=20' CLA Engineers Inc. CIVIL • STRUCTURAL • SURVEYING 1 5/27/08 Health Dept. Comments 317 Main Street Norwich, Connecticut No. Date Revision (860) 888-1966 Fax (860) 886-9165 Project No. LOT 9 - LOMBARDI BUSINESS PARK CIA -4322 Proj. Engineer 315 BUTLERTOWN ROAD DateE.M.B. : Montville Connecticut BCH 2008 , Sheet No. Septic / Grading Plan