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Home My WebLink Aboutmap2713DEEP TEST PIT AND PERCOLATION TEST DATA DEEP TEST PITS WITNESSED ON 11-14-94 BY ROBERT J. SCHUCH, PE AND MIKE KIRBY OF THE UNCAS HEALTH DISTRICT PERCOLATION TESTS DONE ON 11-15-94 TP_#1 0" - 113" BROWN ASSORTED SANDY FILL AND STONES 113" - 129" LIGHT BROWN FINE SANDY LOAM 129" - 156" GREY COMPACT SILTY SAND AND STONES NO LEDGE, NO GROUNDWATER, NO MOTTLING TP _#2 0" - 132" BROWN SANDY FILL AND STONES 132" - 144" LIGHT BROWN FINE SANDY LOAM 144" - 204" GREY COMPACT SILTY SAND AND STONES NO LEDGE, NO GROUNDWATER, NO MOTTLING TP --#3 0" - 96" BROWN SANDY FILL 96 - 107" LIGHT BROWN FINE SANDY LOAM 107" - 192" GREY COMPACT SILTY SAND AND STONES NO LEDGE, NO GROUNDWATER, NO MOTTLING TP__#4 0 - 96' BROWN SANDY FILL WITH TOPSOIL AND ROOTS 96 132" LIGHT BROWN FINE SANDY LOAM 132" - 186" GREY COMPACT SILTY SAND AND STONES NO LEDGE, GROUNDWATER AT 14', NO MOTTLING MONITORING PIPE INSTALLED TP _#5 0" -- 96 BROWN SANDY FILL 96" - 110" LIGHT BROWN FINE SANDY LOAM 110" - 174" TAN MEDIUM -FINE SAND No LEDGE, NO GROUNDWATER, NO MOTTLING TP _#6 O 48" BROWN SANDY FILL 48" - 72" LIGHT BROWN FINE SANDY LOAM ?2 11 - 156" GREY COMPACT MEDIUM -FINE SAND No 1 LEDGE, NO GROUNDWATER, NO MOTTLING P-1 PERCOI ATION RATE AT 138" DEPTH = 10.0 MINUTES/INCH P-2 PERCO1 ADON RATE AT 138" DEPTH > 1.0 MINUTES/INCH P- 3 PERCOI .ATION RATE AT 144" DEPTH > 1.0 MINUTES/INCH P-4 PERCOI ATION RATE AT 144" DEPTH > 1.0 MINUTES/INCH SANITARY DESIGN CRITERIA PROPOSED 5,966 SF OFFICE AND 10,800 SF GARAGE DESIGN FLOW- 60 EMPLOYEES 0 20 GPD = 1,200 GPD DESIGN PERCOLATION RATE = 10.0 MINUTES/INCH SEWAGE APPLICATION RATE = 1.5 GALLONS/DAY/SF EFFECTIVE LEACHING AREA REQUIRED = 1,200 GPD - 1.5 GPD/SF = 800 SF EFFECTIVE DESIGN: 1,250 GALLON SEPTIC TANK DESIGNED FOR H-20 LOADING WITH 2 A( -(;ESS MANHOLES TO GRADE AND 2 ROWS (44 LF AND 40 LF) OF 4'x 4'x 4' CONCRETE LEACHING GALLERIES (DESIGNED FOR H-20 LOADING) WITH 12" OF 1- STONE SURROUNDING ALL SIDES LEACHING AREA PROVIDED: (46 LF + 42 LF) x 9.2 SF/LF = 810 SF EFFECTIVE 100% RESERVE AREA PROVIDED MINIMUM LEACHING SYSTEM SPREAD (MISS) NEED NOT BE SON I N W +t 94 Ah TP*5 -- PROPOSED CLEARING LIMIT 7 --- qh i 9q r 6C �r 9' Pao )KP --4 96 ---PROP ?0 } 100% RESERVE AREA r PROP 4' X 4' X 4' ':ONVET SUPPORRT CONCRETE LEACHING rPx6 GALLERIES (H-20 LOADING) 7 BOTTOM OF GALLERIES 40' ELEV 83.40` CO 4@ j CONVEY�k SUPPOR' 99 100 BENCH M,Wr, LIMIT OF INLAND WETLANDS -^\ INLAND WETLANDS i MANMADE POND b �� 0 z i 7 � M PROPOSED 1: 1 ROCK SLOPE 1 (TYP) r 30' w S DERED >nvk t r+L utr i n SPIKE IN POLE roe TO THE RESTRICTIVE LAYER IS 60" BLP st 1345 ELEV 1U0.( (ASSUMED) 0 SOIL EROSION & SEDIMENTATION CONTROL DOTES 1. DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW, ALL WORK SHALL COMPLY WITH THIS APPROVED EROSION AND SEDIMENT CONTROL. PLAN TO PREVENT OR MINIMIZE SOIL EROSION. 2 THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS THE RESPONSIBILTY OF THE LAND OWNER/DEVELOPER AND THE EXCAVATION CONTRACTOR TOWN OFFICIALS ARE TO CONTACT MR. CHRISTOPHER MCLAUGHLIN AT (203) 445-2457 TO REPORT ANY UNSATISFACTORY CONDITIONS OR OPERATIONS OF THE EROSION CONTROL MEASURES ON THE SITE. 3 THE CONTRACTOR. SHALL USE THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (1988), AS AMENDED, AS A GUIbE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE PLANS. THE GUIDELINES MAY BE OBTAINED FROM THE CONNECTICUT COUNCIL ON SOIL AND WATER ONSERVATtoN, STATE OFFICE BUILDING, HARTFORD, CONN. 06106. 4. THE CONTRACTOR SHALL INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE 1 MAJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN AND REQUIRE THEIR COOPERATION IN AVOIDING THE DISTURBANCE OF THESE CONTROL MEASURES. 5 THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME 15LAND AND I FE 96.50 _ 211'± �4 CA9AQt i (10,800 SF) e4+ I (REMOVE) PROPI PROP BITS X34 CONC CONC PVMT ,. SIDEWALK PROP 15'-4" CIP ROP BCLC I PROP 1,250 GALLON r 5=0.02 SEPTIC TANK (H-20 a POLE (REMOVE) LOADING) W)rj'I'I-j 2 ACCESS a ROP SAN + MANHOLES TO GRADE ROP SCLC ` `� t INV 92.90 IN • /INV 93.21 m INV 92.65 OUT - 80.00 �',` (REMO VE)O GPA55' i6 ld PROP 24' 20' 5' 10' PROPOSED 7 PAINT 2 STORY i0' 24' 20 FFICE STRIPING + FF 996.550 `6 I'YP (TYP)TYP TYP 't- (5,986 SF) � ( ROPp \ 95.50 BC LC \ & PROP EDGE 3 OF F VWT 4- PROPOSED --PROP BCI.0 ti 1 HANDICAP PROP PARKING SIGN ' (TYP) _ + PROP 10'X 70' SCALE o PROP BIT PROP4 ,,✓' CONC PVMT SAMPLING / PLATFORM CD CONC 5lL05 PROP D-BOX�¢4+ PVMT 6. THE CONTRA(;TOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, SLOPE (FT ; F1 5AN 5ATARY O INV 87.07 IN TP#' DEEP Tt5T PIT LOCAT)ON AND NUMBER OPERATION + EXISTING CONTOUR o CONVEYOR INV 86 90 OUT 6 50 DEVICES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM. � Is INLAND WETLAND FLAG AND NUMBER 4 5UPPOPT P- 1 TP*3 % MINIMUM REAR YARD CONDITIONS NOT CONTROLLED BY THIS EROSION AND SEDIMENT CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED ------ e ---- APPROXIMATE. LOCATION UNDERGROUND El ECTRIC UNE 2 FIELD CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE P-2 QlIGD WIRE. 40 t FT 49 SPACES 1 80 50 0 APPROVAL OF THE TOWN OF MONTVILLE. PROPOSED ON SITE SEPTIC SY';TEM 1 Q PROPOSED NUMBER OF PARKIN(: 5PACF-5 10. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES IS TO BE + + F730. + + ` PROP STORWWATEIt I These IrawIngs FILL. WITHIN t. AWN AND LANDSCAPE AREAS. &R 96.30 7Y ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT, CONCRETE, RECHARGE/SErMNG CAST IRON PIPE project, at this site, and CRUSHED STONE OR GRAVEL SURFACE SHALL_ BE PLANTED WITH GRASS ON 4" are nq to be duplicated or used MINIMUM 111ICKNESS OF TOPSOIL. DrMH #2 SEE DETAII.) CONCRM 3 SEEDING BETWEEN APRIL 15 TO JUNE 30, AND AUGUST 15 TO SEPTEMBER 30, ELty t1eYATt4t+l ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE EXIST "J5TTNCa I I� - PROP 6'X 6' :. , FIF FY45HED FLOOR LL_ A.FINE GRADED SEED BED TOGETHER WITH LIMESTONE AT A RATE OF 90 LBS. PER FT TRANSFORMER71 1000 SF ANIS 10-10-10 FERTILIZER AT A RATE OF 7.5 LBS. PER 1000 SF. isCD ED L Z7 z B.APPLY THI FOLLOWING SEED MIXTURE AT A RATE OF 1 LB. PER 1,000 SF - \� PAD L�11_i a- KENTUCKY RI UE GRASS AT 45%. CREEPING RED FESCUE AT 45%, PERENNIAL �� -- PROP RYEGRASS AT 10%_ PROP BIT CONC PVMT POLE Lr CIF SEEDING: CANNOT BE DONE WITHIN THE SPECIFIED SEEDING DATES, SEED , SEDII�EN'ir 2 CONVEYOR -- _ __ _ - ( REMOVE) E . MIN FENCE }. 5UPP0RT 0 0 N/F NOW OR FOPMERL ti 13. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE NTH 'STRAW OR HAY AT A RATE OF 1-1/2 BALES/1000 SF_. SPREAD MULCH BY HAND OR POSED PI`.RCOEATION TEST LOCATION AND NUMBER MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE APPROXIMATELY 2"-3" TO PROP 206'- 4" PROP05EC, 7 0<_ CRUSHED r SOLID PVC CONC w STOP PROPOSED (SCHEDULE $0) BLOCK - C7 1 AREA t CRUSHED S=0 027 WAIT ( REMOVE) -� v�� w <_ �� STONE AREA '-- y -I 0 '�-APPROXIMATE l`� o i I 0. QEF PROPERTY UNE `i L_V_ r � GRA55 oo PROPOSED TP*2 PROP BIT ' i STORY CONC PVMT Q 4PA55 I 5HOP 1 GARAGE _ _ _ S DERED >nvk t r+L utr i n SPIKE IN POLE roe TO THE RESTRICTIVE LAYER IS 60" BLP st 1345 ELEV 1U0.( (ASSUMED) 0 SOIL EROSION & SEDIMENTATION CONTROL DOTES 1. DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW, ALL WORK SHALL COMPLY WITH THIS APPROVED EROSION AND SEDIMENT CONTROL. PLAN TO PREVENT OR MINIMIZE SOIL EROSION. 2 THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS THE RESPONSIBILTY OF THE LAND OWNER/DEVELOPER AND THE EXCAVATION CONTRACTOR TOWN OFFICIALS ARE TO CONTACT MR. CHRISTOPHER MCLAUGHLIN AT (203) 445-2457 TO REPORT ANY UNSATISFACTORY CONDITIONS OR OPERATIONS OF THE EROSION CONTROL MEASURES ON THE SITE. 3 THE CONTRACTOR. SHALL USE THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (1988), AS AMENDED, AS A GUIbE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE PLANS. THE GUIDELINES MAY BE OBTAINED FROM THE CONNECTICUT COUNCIL ON SOIL AND WATER ONSERVATtoN, STATE OFFICE BUILDING, HARTFORD, CONN. 06106. 4. THE CONTRACTOR SHALL INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE 1 MAJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN AND REQUIRE THEIR COOPERATION IN AVOIDING THE DISTURBANCE OF THESE CONTROL MEASURES. 5 THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME 15LAND AND I FE 96.50 _ 211'± �4 CA9AQt i (10,800 SF) e4+ I (REMOVE) PROPI PROP BITS X34 CONC CONC PVMT ,. SIDEWALK PROP 15'-4" CIP ROP BCLC I PROP 1,250 GALLON r 5=0.02 SEPTIC TANK (H-20 a POLE (REMOVE) LOADING) W)rj'I'I-j 2 ACCESS a ROP SAN + MANHOLES TO GRADE ROP SCLC ` `� t INV 92.90 IN • /INV 93.21 m INV 92.65 OUT - 80.00 �',` (REMO VE)O GPA55' i6 ld PROP 24' 20' 5' 10' PROPOSED 7 PAINT 2 STORY i0' 24' 20 FFICE STRIPING + FF 996.550 `6 I'YP (TYP)TYP TYP 't- (5,986 SF) � ( ROPp \ 95.50 BC LC \ & PROP EDGE 3 OF F VWT 4- PROPOSED --PROP BCI.0 ti 1 HANDICAP PROP PARKING SIGN ' (TYP) _ + PROP 10'X 70' SCALE o PROP BIT PROP4 ,,✓' CONC PVMT SAMPLING / PLATFORM CD CONC 5lL05 DUE TO DISTORTION DURIrI a REPRODUCTION, THIS PRINT MAY NOT 5CALE FXACTLY ALL DIMEt+51ON5 SHOWN OVERRULE. SCALING,. IF THERE. ARE. ANY D15CREPAI�CIE5, CONTACT ENG,INF_EP, PVC POLYVINYL CHLOsZIDt PIPE PVMT 6. THE CONTRA(;TOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, SLOPE (FT ; F1 5AN 5ATARY REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES TO ENSURE PROPER 5QIUARE FEET TP#' DEEP Tt5T PIT LOCAT)ON AND NUMBER OPERATION - - - - -93- - - EXISTING CONTOUR 7 THE CONTRA(;TOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROL a9 PROP05ED CONTOUR 50 DEVICES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM. � Is INLAND WETLAND FLAG AND NUMBER 8 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF UNSATISFACTORY EROSION + PROP05,E0 SPOT (: RA.DE MINIMUM REAR YARD CONDITIONS NOT CONTROLLED BY THIS EROSION AND SEDIMENT CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED ------ e ---- APPROXIMATE. LOCATION UNDERGROUND El ECTRIC UNE 9. FIELD CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE ----- - am QlIGD WIRE. 40 t FT 49 SPACES ONLY WITH THE WRITTEN APPROVAL OF THE ENGINEER AFTER REFERRAL AND 80 BUR 5E.TBACr, UNE 1 SPACE 80- SF WELL APPROVAL OF THE TOWN OF MONTVILLE. PROPOSED ON SITE SEPTIC SY';TEM 1 Q PROPOSED NUMBER OF PARKIN(: 5PACF-5 10. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES IS TO BE c� SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS AS GENERAL BCLC 5 CONCRETE UP CURB These IrawIngs FILL. WITHIN t. AWN AND LANDSCAPE AREAS. &R 8I'Tl3M1NOV5 11. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT, CONCRETE, CIP CAST IRON PIPE project, at this site, and CRUSHED STONE OR GRAVEL SURFACE SHALL_ BE PLANTED WITH GRASS ON 4" are nq to be duplicated or used MINIMUM 111ICKNESS OF TOPSOIL. CONC CONCRM 12. SEEDING BETWEEN APRIL 15 TO JUNE 30, AND AUGUST 15 TO SEPTEMBER 30, ELty t1eYATt4t+l ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE EXIST "J5TTNCa I I� STABILIZATION OF SLOPES. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE O FOLLOWING SEEDING AND SLOPE STABILIZATION DIRECTIVES: FIF FY45HED FLOOR LL_ A.FINE GRADED SEED BED TOGETHER WITH LIMESTONE AT A RATE OF 90 LBS. PER FT FELT 1000 SF ANIS 10-10-10 FERTILIZER AT A RATE OF 7.5 LBS. PER 1000 SF. isCD ED L Z7 z B.APPLY THI FOLLOWING SEED MIXTURE AT A RATE OF 1 LB. PER 1,000 SF CTPD CSI LLON5 PER DA.Y L�11_i a- KENTUCKY RI UE GRASS AT 45%. CREEPING RED FESCUE AT 45%, PERENNIAL L3 "n U ' RYEGRASS AT 10%_ L1J Cl © Q 02 CIF SEEDING: CANNOT BE DONE WITHIN THE SPECIFIED SEEDING DATES, SEED LF '' 0} WITH ANNUAL RYEGRASS AT A RATE OF 1 LB/1000 SF AS A TEMPORARY MEASURE _J U L94fAR FEET (LATER RES[ E DING REQUIRED) OR SEED AS SPECIFIED AND PROVIDE MULCHING MIN MiMIMUM AND/OR PERIODIC WATERING FOR SUMMER MONTHS. 0 0 N/F NOW OR FOPMERL ti 13. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE NTH 'STRAW OR HAY AT A RATE OF 1-1/2 BALES/1000 SF_. SPREAD MULCH BY HAND OR + P -I PI`.RCOEATION TEST LOCATION AND NUMBER MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE APPROXIMATELY 2"-3" TO PROP PROP05EC, ANCHOR. DUE TO DISTORTION DURIrI a REPRODUCTION, THIS PRINT MAY NOT 5CALE FXACTLY ALL DIMEt+51ON5 SHOWN OVERRULE. SCALING,. IF THERE. ARE. ANY D15CREPAI�CIE5, CONTACT ENG,INF_EP, PVC POLYVINYL CHLOsZIDt PIPE PVMT PAV'tMEN7 5 SLOPE (FT ; F1 5AN 5ATARY 5F 5QIUARE FEET TP#' DEEP Tt5T PIT LOCAT)ON AND NUMBER TYP I' TYPICAL 200 PROPOSED HANDICAP PARriK 5PACE5 POLL AND 15LAN _ = 1 (REMOVE) � PROPOSED T y ANTI- o° \ TRACKING PROPOSED PAD-------' RNAROUND ! POLE REMO'VE) l V)CATC ? Jaim + !l .�i© r �-PROPOSED \ ... FREESTANDING ��► 2rr !a� SIGN o PROP - ENTRANCE PROP L J -.7 D l�O �l GATE BC ! i '' SCALE " POLF ! f ! 1 (REMOVE) PROP Rolf OF (REMOVE) ! 8 ARBORVITAE (8' HIGH 5' ON CENTER) oa 4{ U1LDINC, ( REMOVE) ! PROP BIT 100 CONC BLOC~ CONC PVMT RETAINING4 WALL "''PROPOSED v� (REMOVE) G GRASS ISLAND 9q 96 9? ALT p LANT n 01 U O Q U 0 0 0 Q D j POLE qh CAT( r i i3ASlr� G Ar /0/ ct. 30 POLE 0 w c� A _ tL POLE WELL, 0 qP. AP HIC SCALE IN FEET (CHECK BEFORE U5INCa) UJ LL- _ z Q-0 ui In In 0 \ /--PROP STORMWATER RECHARGE/SETTLING DMH #1 (SSS DETAIL) PROP BIT LEAKOFF PROP ROW OF 20 ARBORVITAE (6' HIGH 5' ON CENTER) 75 71 5WALE ^ OF PAVt MINT - RoLiNE ROAD CoATE (REMOVE) GRAVEL PARKINC, r r I z 0 z U J J Q z 0 SITE DATA TABLE - LI ZONE _ REQUIRED ~O PROVIDEL MINIMUM LOT AREA 80,000 SF 5,487,669 t SF j MINIMUM LOT FRONTAGE 200 FT 390 ± FT MINIMUM FRONT YARD 50 FT 88 t FT MINIMUM SIDE YARD 30 FT a 211 f FT MINIMUM REAR YARD 50 FT 2 INSTALL SEDIMENT FENCE AND ANTI -TRACKING PAD AT LOCATION SHOWN. 900 z FT MAXIMUM BUILDING HEIGHT PARKING 50 37 FT SPACES 40 t FT 49 SPACES LOADING i MAX.. FREESTANDING SIGN WATER SUPPLY 80 ---� SPACE SF PROPOSED 1 SPACE 80- SF WELL SANITARY DISPOSAL PROPOSED ON SITE SEPTIC SY';TEM NOTES 1 REFERENCE IS MADE TO PLAN TITLED "PROPOSED GRAVEL OPERATION PREPARED FOR SONECO SERVICE, INC. CAROLINE ROAD, MONTVILLE, CONNECTICUT MAY 1993 COVER SHEET - 5 OF 5 REVISED UP TO 2-18-94" PREPARED BY TOTAL TECHNOLOGY, INC. TOTAL LOT AREA = 125 98 ACRES. ELEVATIONS BASED ON ASSUMED DATUM. 3 SITE IS LOCATED IN A LI (LIGHT INDUSTRIAL) ZONE AND DELINEATED ON ASSESSOR'S MAP #59 LOT #7. 4 SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT (CAM) ZONE. 5 SITE IS LOCATED IN A ZONE C AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR THE TOWN OF MONTVILLE PANEL 2 OF 16 EFFECTIVE DATE JULY 2, 1980 COMMUNITY PANEL NUMBER 090099 0002 B. 6 LIMIT OF INLAND WETLANDS WERE DELINEATED BY RICHARD SNARSKI, CERTIFIED SOIL SCIENTIST. THIS SITE IS LOCATED WITHIN 500' OF THE TOWN OF BOZRAH j` 8 APPLICANT AND OWNER. SONECO SERVICE, INC. P.O. BOX S SOUTH ROAD GROTON,CT 06340 z. THIS PROPOSAL INVOLVES THE CONSTRUCTION OF A 2 STORY, 5,966 SF OFFICE BUILDING AND 1 STORY GARAGE FOR AN EXISTING ASPHALT, :CONCRETE AND GRAVEL BUSINESS. ASSOCIATED SITE IMPROVEMENTS INCLUDE PAVED PARKING :AREAS, ON-SITE SEPTIC SYSTEM, WELL, AN AT �F '-ATE.-GRADE SCALE, FREESTANDING SIGN n.Nt 10 THERE ARE NO REGULATED INLAND WETLAND SOILS WITHIN 50' OF THIS PROPOSEC DEVELOPMENT. 11 PARKING CALCULATION' PROPOSED 5,966 SF OFFICE ® 1 SPACE/250 SF = 24 SPACES EXISTING 1,929 SF BLDG 0 1 SPACE/1,000 SF = 2 SPACES PROPOSED 10,800 SF GARAGE ® 1 SPACE/1,000 SF = 11 SPACES TOTAL PARKING REQUIRED 37 SPACES TOTAL PARKING PROVIDED = 49 SPACES 12 THE PROPOSED STORMWATER RECHARGE/SETTLING DITCHES SHALL BE INSPECTED BI -WEEKLY BY THE OWNER. THE OWNER SHALL MAINTAIN THESE DITCHES AND DIRECT ANY IMPROVEMENTS/REPAIRS AS NECESSARY. 13 SOILS IN THE AREA OF CONSTRUCTION ARE Ud (UDORTHENTS). NARRATIVE THi - PROPOSAL INVOLVES THE CONSTRUCTION OF A 2 STORY, 5,966 SF OFFICE BL)iL.DING AND 10,800 SF GARAGE AND ASSOCIATED PARKING FACILITIES, SEDIMENT FENCE WILL BE INSTALLED DOWN GRADIENT OF ALL ASSOCIATED GRADING AND FILL AREAS. CONSTRUCTION WILL TAKE PLACE IN 1 PHASE. THE NORTH AND EASTERN LIMITS OF THE CONSTRUCTION AREA WILL BE 1 1 ROCK SLOPE DOWN TO MEET EXISTING GRADE. THERE WILL BE NO ACTIVITY WITHIN 50' OF ANY REGULATED INLAND WETLANDS WITH THIS PROPOSAL. APPROVED BY THE MONTVILLE PLANNINC4 AND ZONING COMMI55ION CHAIRMAN DATE THI MAP 15 COMPILED FROM OTHER MAP5, DEED DIMEN5ION5 AN OTHER 50URCE5 OF INFORMATION, NOT TO BE CON5TRUED A5 AN ACCURATE 5URVE.Y AND 5U5JECT TO FINAL CHANQE.5 A5 A MORE ACCURATE 5URVEY MAY DI5CL05E. LJ M w� ~O U CD ('0(1.I Q �...�.�..i 0 CD 1 3o�r Q 1 . ON TRACTOR SHALL MEET WITH TOWN OF MONTVILLE PLANNING STAFF FOR A z o z I Q 2 INSTALL SEDIMENT FENCE AND ANTI -TRACKING PAD AT LOCATION SHOWN. P"'p- LJ I i� U L,.1 F11", V) a. APPROVED BY THE MONTVILLE PLANNINC4 AND ZONING COMMI55ION CHAIRMAN DATE THI MAP 15 COMPILED FROM OTHER MAP5, DEED DIMEN5ION5 AN OTHER 50URCE5 OF INFORMATION, NOT TO BE CON5TRUED A5 AN ACCURATE 5URVE.Y AND 5U5JECT TO FINAL CHANQE.5 A5 A MORE ACCURATE 5URVEY MAY DI5CL05E. CONSTRUCTION SEQUENCE f'a z Q 1 . ON TRACTOR SHALL MEET WITH TOWN OF MONTVILLE PLANNING STAFF FOR A z o z .- 0 2 INSTALL SEDIMENT FENCE AND ANTI -TRACKING PAD AT LOCATION SHOWN. tY U L,.1 V) a. I! Ill UTILITIES IN AREA OF BUILDING AND PARKING AREAS. 1 Lx! BEGIN INSTALLATION OF ROCK SLOPE. INSTALL STORMWATER RECHARGE/SETTLING c� 11'14 TOTAL TECHNOLOGY INC. DITCH #1 ROUGH GRADE SITE AS REQUIRED. INSTALL FILL AND COMPLETE ROCK( SLOPE AS SHOWN. INSTALL STORMWATER RECHARGE/SETTLING DITCH These IrawIngs are the property of th Engineer and have been - specif i CkI(y prepared for the owner of thii project, at this site, and are nq to be duplicated or used in par ;or whole for any other UJ purpo project, location or owner withou the expressed written conser i of the Engineer. I I� �- O iJ 3: LL_ �} U 5. INSTALL UTILITIES AND SEPTIC SYSTEM/WELL. Z J isCD ED L Z7 z `t Q` _J I UJ z \\ LTJ L�11_i a- <t L3 "n U ' L1J Cl © Q 02 R ?EMOVE EXISTING BUILDING AND INSTALL GRASS ISLAND/CURBING. REPAVE AS REQUIRED. APPROVED BY THE MONTVILLE PLANNINC4 AND ZONING COMMI55ION CHAIRMAN DATE THI MAP 15 COMPILED FROM OTHER MAP5, DEED DIMEN5ION5 AN OTHER 50URCE5 OF INFORMATION, NOT TO BE CON5TRUED A5 AN ACCURATE 5URVE.Y AND 5U5JECT TO FINAL CHANQE.5 A5 A MORE ACCURATE 5URVEY MAY DI5CL05E. CONSTRUCTION SEQUENCE f'a z 1 . ON TRACTOR SHALL MEET WITH TOWN OF MONTVILLE PLANNING STAFF FOR A g ti�J � l PRE -CONSTRUCTION CONFERENCE PRIOR TO ANY CONSTRUCTION. 2 INSTALL SEDIMENT FENCE AND ANTI -TRACKING PAD AT LOCATION SHOWN. RELOCATE ELECTRIC 6 UTILITIES IN AREA OF BUILDING AND PARKING AREAS. D BEGIN INSTALLATION OF ROCK SLOPE. INSTALL STORMWATER RECHARGE/SETTLING Z U DITCH #1 ROUGH GRADE SITE AS REQUIRED. INSTALL FILL AND COMPLETE ROCK( SLOPE AS SHOWN. INSTALL STORMWATER RECHARGE/SETTLING DITCH - #2. INSTALL�✓ SEDIMENT FENCE AT TOP OF ROCK U © SLOPE. LOAM AND SEED AREA BETWEEN STORMWATER < UJ Q RECHARGE/SETTLING DITCH 2 AND TOP OF SLOPE. 4. INSTALL BUILDING FOUNDATION AND BEGIN BUILDING CONSTRUCTION. LL_ �} W p 5. INSTALL UTILITIES AND SEPTIC SYSTEM/WELL. U INSTALL SCALE AND BITUMINOUS CONCRETE/CRUSHED STONE AREAS. U L�11_i a- 7- INSTALL CURBING AND LANDSCAPED AREAS AND PAINT STRIPING L1J Cl © Q 02 R ?EMOVE EXISTING BUILDING AND INSTALL GRASS ISLAND/CURBING. REPAVE AS REQUIRED. '' 0} _J U 9 AFTER ALL SLOPES HAVE BEEN PERMANENTLY STABILIZED, REMOVE SEDIMENT FENCE 0 0 0 0IIJ 0 APPROVED BY THE MONTVILLE PLANNINC4 AND ZONING COMMI55ION CHAIRMAN DATE THI MAP 15 COMPILED FROM OTHER MAP5, DEED DIMEN5ION5 AN OTHER 50URCE5 OF INFORMATION, NOT TO BE CON5TRUED A5 AN ACCURATE 5URVE.Y AND 5U5JECT TO FINAL CHANQE.5 A5 A MORE ACCURATE 5URVEY MAY DI5CL05E.