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HomeMy WebLinkAboutSite PlanLEGEND: TEST HOLE DATA, TEST HOLES RECORDED ON 9/8/04 BY UNCAS HEALTH DISTRICT TH #1 0-811 TOPSOIL 811-22f1 BROWN SANDY LOAM 22"-66" GREY MED. COMPACT SANDY TILL NO WATER MOTTLING: 22" NO LEDGE TH #2 0-711 TOPSOIL 7"-31" BROWN SANDY LOAM 31i1-68" GREY MED, COMPACT SANDY TILL NO WATER MOTTLING: 3111 NO LEDGE TEST HOLES RECORDED ON 4/22/05 BY UNCAS HEALTH DISTRICT TH "All 0-2511 FILL 251'-3111 TOPSOIL 3111-50" BROWN SANDY LOAM 5011-78" GREY COMPACT TILL NO WATER MOTTLING: 50" (25") LEDGE @781f TH #3 0-711 TOPSOIL 7"-32" BROWN SANDY LOAM 3211-68" GREY MED. COMPACT SANDY TILL NO WATER MOTTLING: 32" NO LEDGE TH #4 0-1011 TOPSOIL 1011-29" BROWN SANDY LOAM 2911-70" GREY MED. COMPACT SANDY TILL NO WATER MOTTLING: 29" NO LEDGE TH "B" 0-10" FILL 1011-1911 TOPSOIL 19i1-3411 BROWN SANDY LOAM 3411-74" GREY COMPACT SANDY TILL NO WATER MOTTLING: 25" (25") NO LEDGE PERC TEST DATA LOT 8A-1 PERC; TEST: PERC 1 RECORDED BY UNCAS HEALTH DISTRICT HOLE DEPTH 25" PRESOAK: 2:15 9/7/04 TIME DEPTH 1:10 143/411 1:20 16 1/2" 1:40 181/211 1:55 191/2" 2:10 201/211 PERC, RATE = 15 MINAN LOT 8A PERC, TEST: PERC 2 RECORDED BY UNCAS HEALTH DISTRICT HOLE DEPTH 43" PRESOAK: 11:40 4/22/05 TIME DEPTH 12:11 32t1 12:30 331/211 1:00 351/2" 1:11 361/41' PERC, .RATE = 14.6 MINAN N/F N/F JOHN W. SCOVISH & GLADYS T. SCOVISH `, KATHLEEN M. SCOVISH (MAP 15 - LOT 12) �. VOL, 286 PG, 562 (MAP 16 - LOT 8-1) SEPTIC SYSTEM_ DESIGN. DATA LOT 8A-1 PRIMARY SYSTEM: PERCOLATION RATE: 15 MIN/IN 3 BEDROOM HOUSE - EFFECTIVE LEACHING AREA REQUIRED = 675 SF USE A 1211 DEEP x 48" WIDE LEACHING GALLERY EFFECTIVE LEACHING AREA OF GALLERY = 5.9 SF/LF LENGTH OF GALLERY REQ. = (675 SF)/(5,9 SF/LF) = 114.4 LF SLOPE = 1 VF/42LF = 2.4% DEPTH TO RESTRICTIVE LAYER = 2211 H.F.=54 F.F=1.5 P,F.=I.5 MLSS REQUIRED = 121.5 LF INSTALL 128 LF 1211 LEACHING GALLERY LEACHING AREA PROVIDED = 755 SF RESERVE SYSTEM: SAME AS PRIMARY SYSTEM LOT 8A RESERVE AREA: PERCOLATION RATE: 14.6 MINAN 3 BEDROOM HOUSE EFFECTIVE LEACHING AREA REQUIRED = 675 SF USE A 12t1 DEEP x 48" WIDE LEACHING TRENCH EFFECTIVE LEACHING AREA OF GALLERY = 3.0 SF/LF LENGTH OF TRENCH REQ. = (675 SF)/(3.0 SF/LF) = 225 LF SLOPE = 2VF/36LF = 5,5% DEPTH TO RESTRICTIVE LAYER = 2511 H,F.=34 F.F=1,5 P.F,=1.5 MLSS REQUIRED = 76,5 LF INSTALL 3 ROWS OF 78LF OF TRENCH LEACHING AREA PROVIDED = 702 SF EROSION AND SEDIMENT CONTROL PLAN: 1, CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE SEPTIC SYSTEM AND DRIVEWAY. 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES, 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR, 6, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7, DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE, TEMPORARY VEGETATIVE COVER: MULCHES APPLICATION RATE NOTES PER 1000 S.F. STRAWMAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER AIR DRIED, TREAT WITH PLANTING SCHEDULE: 121bs NITROGEN / TON SEEDING DATES: APRIL 1------- JUNE 15 AUGUST I ------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE © a THERE ARE NO KNOWN SEPTIC SYSTEMS — } WITHIN THE PROPOSED WELL RADIUS ``•.> i N 89022'38" E 520.00, , 'I MO t 237,32' MON 276.00' ` SET s 1 SET / PROPOSED WELL e'G�� t SEIT � I cP r` r 6,6 ? t j 4 PERFORATED / �. #390p / i ; FOOTING DRAIN BUILDING SETBACK LINE (TYP.) ti ` i � f , ! LE E V.- 96.St L ( E � � � .': � 4 VEL)1 PROVIDE FOOTINGDRAIN SUMP 1' I EX. i K ' I -"] 1 75 WELLS SETBACK E UMP 4 W LL FO 5o , OTING DRAIN INVAUT=IO2.b -4403 _ ), 35� 50 - t. W 50, ! 1p3 tj s Q W 3i N. o/ r .;;'f;,if '�r 'oV,o,7•, II I.rf! i! (` i (i ( `�rW ,'�II I _- __PO_OL_ 16 � ° MA o 77 EXISTiINGo TOPSOIL STOCKPILEo z WL#2 LIMITS QF INLAND WETLANDS 1 (SEE NOTE#8)N/F ROBERT A. LAKOWSKY & :L#750 *' �3e COO GUEN L. LAKOWSKY TH 3 l (MAP15-LOT2) TH#� ..XSTIN :r , N/F JOHN W. SCO VISH &PAVEDIDRIVEY APPROXIMTE w LOCATION OF EXISTING '%'f ' EXISTING SEPTIC \ f �`� ooDLINE / • \ KATHLEEN N M. SCOVISH SYSTEM j - - ''lam ��`�„_ VOL. 286 PG. 562 ~ fJ PRIMARY wL#9 A (MAP 16 - LOT 8-1) °' f;r, MON , I , t . _, I LEACHING AREA '� - ' 1 I LOT 1 f{ r SET8A; ` t , AREA- 60,000 S.F. N AREA TO BE CONVEYED TO THE TOWN Z :ff ? 104 PER - 1,38 AC I o0 'LOT 8A ® '� (S) 4 0 OF MONTVILLE FOR ROAD PURPOSES AREA- 51;242 S.F. h ' - I W�#10 WETLANDS 0 � PERC 2 (AREA - 1,771 S.F.) f��' ` ,® # 1 _ \ �. 00 ,fr; 1 0 I ACRES) � / i \ \ 0 !% TH IIB,; ` TH „A \ \ / , 1 92 .. _. ; `' ,•. -,. ems, � ` � PAVED DRIVEWAY APRON 10'x20' TEMPORARY ANTI -TRACKING PAD: 2" CRUSHED STONE 12" THICK (SEE DETAIL) N/F BEVERLEY SCOVISH (MAP 15 - LOT 1) V VL, PG. N/F S.F. IP MON IPIN DH REC. TBS — — 90 — — 90 x 91.4 WLF #5 25' WIDE RIGHT OF WAY o � \ PROVIDE SILTFENCE " (SEE NOTE' (SEE DETAIL) wL#11 } 1 ' Q \ �1.` I 1 ` PROPOSED , TH#2 / H#4 U/G UTILITIES', J �`•25.11' ~ 0 1 1� `� rf Ipf `_ ��- —/ S% N 892238 E 2322 4 . 5 - g RESERVE 25' PROPOSED DRIVEWAY 1 ` .. LEACHING ` ' • HING AREA Ips �S f 1 - IP ' , , - II'IN •3 SET ----- –� / 166.16 f` REC. ,, 109,.84_ _ SET r,< — IP IPnv i \ ;, �� 9� S 89022'38" W 99 520.00' #HE 03908 REC. SET w �' —HEDGES e'' q°� \ WL #la I N/F BENC / �1�, TOP OF IRON PIPE `1 BARRY DOE �' �� ELEV =98,55 I VOL, 293 PG. 286 EROSION & SEDIMENT CONTROL PLAN CERTIFIED BY THE MONTVILLE PLANNING (MAP 16 - LOT 9) AND ZONING COMMISSION. CHAIRMAN DATE APPROXIMATE WELL LOCAM11 APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION. CONSTRUCTION ENTRANCE NOT TO SCALE t OF ROAD OF ROAD GUTTER - t OF ROAD GUTTER - 8" HIGHER THAN GUTTER 9 a A .a r (V PLAN � OR R.O.W. LINE G" HIGHER THAN GUTTER � /f VARIES � � 10' 10, SAG CURVE IN DRIVE l-- t OR R.O. W, LINE 6" HIGHER THAN GUTTER --, VARIES �� 10' to, CREST CURVE IN DRIVE NOTE: ABOVE DETAILS SHALL BE USED WHERE A STORM DRAINAGE SYSTEM IN THE ROAD EXIST RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE FILTER FABRIC POST - COMPACTED BACKFILL-' ANGLE 10° UP SLOPE FOR STABILITY AND SELF CLEANING 1 x �A SILT FENCE NOT TO SCALE CHAIRMAN DATE OF COMPLETION OF ALL WORK. SIGNATURE DATE APPROVED BY THE UNCAS HEALTH DISTRICT, DATE SIGNATURE DATE APPROVED BY THE INLAND WETLANDS Sc WATERCOURSES COMMISSION., CHAIRMAN DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN. SUBDIVIDER DATE fu ) — ENGINEER DATE 1�NDG �A BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT ITE ,�'sIS. OT VALID WITHOUT A LIVE SIGNATURE Di • SE iAj T SURVEYOR HEREON, w No. 0 19CN RIG�I S L.S. #70019 DATE LOCATION MAP 1000 500 a 1000 GRAPHIC SCALE IN FEET OWNER/APPLICANT: ANN T. CHRISCOE & ANN MARIE GAGNIER 493 OLD COLCHESTER ROAD MONTVILLE, CT NOTES: I. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20 -300b -I THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC, ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY BASED ON A RESURVEY AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2, 2. FOR SUBJECT PROPERTY<R.EFERENCE4S MADE TO THE TOWN OF MONTVILLE LAND RECORDS (LOT 8A) VOL, 292 - PG, 198 & (LOT 8A4) VOL, 445 PG, 499. 3. TOTAL AREA OF PROPERTY - 113,013 S.F.+ (2,59 ACRES+), 4. THE PROPERTIES ARE SHOWN ON ASSESSORS MAP 24 - LOTS 8A & 8A-1, 5. THE PROPERTY IS LOCATED IN ZONING DISTRICT - R-40, 6. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 MAPPING STANDRDS. 7. 25' WIDE RIGHT OF WAY TO PASS & REPASS OVER LOT 8A IN FAVOR OF LOT 8A-1. 8, THE LIMITS OF THE INLAND WETLANDS SHOWN AS DELINEATED BY ROBERT C. RUSSO AND SHOWN ON REFERENCE MAP #3. 9. INLAND WETLANDS APPLICATION #205 IWC WAS APPROVED ON MARCH, 17, 2005. 10, EACH LOT IS TO HAVE THE ADDRESS NUMBER ON BOTH THE HOUSE AND THIER RESPECTIVE MAILBOXES. 11, THE SIGHTLINE DISTANCES FOR THE PROPOSED DRIVEWAY: LOOKING NORTH - 500+ FEET LOOKING SOUTH - 400+/- FEET MAP REFERENCES: 1, ONE LOT SUBDIVISION FOR GLADYS SCOVITSH, 503 OLD COLCHESTER RD,, MONTVILLE, CT: SCALE: 1 "=80', DATE: 5/93, PREPARED BY A,R.M, ENGINEERING, 2. CONCEPTUAL PLAN MADE FOR ANN CHRISCOE SHOWING DIVISION OF PROPERTY, 493 OLD COLCHESTER ROAD, OAKDALE, CT, SCALE: 1"=301, DATE: JUNE 15, 2004, PREPARED BY A-2 MAPS AND SURVEYS. 3. PROPERTY OF ANN MARIE GAGNIER - SEPTIC SYSTEM DESIGN, 489 OLD COLCHESTER ROAD, SCALE: 11'=20', DATE: 11/10/04, REIVSED TO 11/30/04, PREPARED BY CLA ENGINEERS, INC.