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HomeMy WebLinkAboutSite PlanEROSION AND SEDIMENT CONTROL PLAN: TEST HOLE DATA 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT PER REFERENCE PLAN TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, TEST HOLE #48 0-6" DARK BROWN TOPSOIL, 6"-24" ORANGE BROWN SANDY DRIVEWAY, AND SEPTIC SYSTEM. LOAM WITH GRAVEL, 24"-85" TAN COMPACT FINE SAND AND 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. GRAVEL, MOTT. 30", WATER © 63", NO LEDGE 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROT�CTED TEST HOLE #49 0-6" DARK BROWN TOPSOIL, C-30" ORANGE BROWN FINE WITH HAYBALES OR SILT FENCE. SANDY LOAM WITH SOME GRAVEL, 30"-85" TAN MODERATELY 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:111 SLOPES. COMPACT SAND AND GRAVEL, MOTT. 31", WAT.70", NO LEDGE 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE F THE TEST HOLE #133: 0-12 TOPSOIL, 12"-30" LIGHT BROWN FINE SANDY LOAM TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDT. ENT 36 -86 GREY -BROWN FIRM MEDIUM FINE SILTY SAND, TRACE CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION OF GRAVEL, MOTT. 27", WATER @ 36", NO LEDGE CAN OCCUR. - 6. THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION TEST HOLE #134: 0-12" TOPSOIL, 12"-30" LIGHT BROWN FINE SANDY LOAM AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL 30"-84" GREY -BROWN MEDIUM FINE SILTY SAND, TRACE OF f MEASURES THROUGHOUT CONSTRUCTION. GRAVEL, MOTT. 28", WATER @ 70", NO LEDGE 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYIN WITH �S WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. �-- PERCOLATION RATE: TEMPORARY VEGETATIVE COVER: INFORMATION PROVIDED PER REFERENCE PLAN PERCOLATION RATE (P40A) = 6.0 MIN. / INCH MULCHES APPLICATION RATE NOTES PERCOLATION RATEP40BA N. 5i8 PER 1000 S.F. ( ) = 8.0 MIN. INCH / U Z'usT�Lu_ 4-,f7 AA_J_i3O-r-A_lo STRAW/HAY 70-90 lbs. FREE FROM UYEEDS } Go�Tr!-IUOJs Lwc- of� HA -,4 Bd-Lo:5 AND COARSE SMATTER MAP REFERENCE: _ LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D. BATT , s. WOOD CHIPS 185-275 lbFREE OF CO�RSE MATTER � _-- FORSYTH ROAD AND JEFFERY MANOR DRIVE MONTVILLE CONNECTICUT AIR DRIED, T R EAT WITH ' t� 121bs NITROGEN / TON JANUARY 1992, TOTAL TECHNOLOGY, INC. _rH PLANTING SCHEDULE. Ste, i,• 0 o 3c� _ — SEEDING DATES: DESIGN DATA: x----------- -- szz.�, APRIL 1 — — — — — — — JUNE 15 s2z o 9 s ti� 8 AUGUST 1 ------ SEPTEMBER 15 PERCOLATION RATE = 6.0 MIN./INCH ---- ---- ---- ^�`� �� ---- - 3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA ;z3 ---------� --"-�� -----------_�-sza.� \ SEED MIXTURE: USE 2--83' 48" WIDE TRENCHES { 5�,. 45% RED FESCUE ( ) - - 52Z � O _ 45% KENTUCKY BLUE GRASS EFFECTIVE LEACHING AREA-- 166 LF © 3.0 SF/LF 498 SF 10% PERENNIAL RYE USE A 1000 GAL. 2 -COMPARTMENT TANK. 7�+ .60,74 M.L.S.S. REQUIRED = 53.0' - �E��++ M.L.S.S. PROVIDED - 83' FILTER FABRIC 54 ANGLE 10° UP SLOPE POST FOR STABILITY AND PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS: � II goo° SELF CLEANING 1. REMOVE AND STOCKPILE TOPSOIL. / Vo 2. PLACE BANK RUN GRAVEL LESS THAN 5% FINES) PLACED IN 6 LIFTS AND COMPACTED 0 95% DENSITY. COMPACTED ������,�; C Q 3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE. BACKFILL �- 4. FILL TRENCHES WITH 1 " WASHED STONE TO HEIGHT OF PIPE INVERTS 3� PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE. -- — 5. PLACE A 4 WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM AND BACKFILL WITH SIL � ��,_w }, NOT TO SCALE NATIVE MATERIAL. 6. REPLACE TOPSOIL, SEED, & MULCH. - o KNOCKOUT INLET AND 5 � !> OUTLET OPENINGS QQ� / \ NOTES: I RIBS INSID 1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. -- _ + 2. BASE FOR LEVELS: ASSUMED j ` I 3. PNOPUSEu HOUSE AND St '`l U ' 1 th�i ts` i ; u i; _ 'Itit- t Etu A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT, 4. ADDITIONAL TEST HOLE TO BE PROVIDED IN THE PRIMARY SEPTIC AREA CAST PRIOR TO EXCAVATION OF THE FOUNDATION, CONCRETE COVER 5. LOT AREA = 7.60+/- ACRES ONJQ �,��� PLAN - 5 / �Ci S o 4 x 4 12.6/12.6 GA, WIRE MESH S �j�✓ 6 x 6 6/6 GA. WIRE MESH ,. 1712• 4' LEGEND: -- i 3 VEJT.D INLE ��_3. VENT UTLET F. F. FIRST FLOOR r LIQUID LEV 'C❑NTINU❑US Har l BAOSELEV. ELEVATION ASPHALT SEAL i/eEN/F NOW OR FORMERLY 4 SCHEDULE #4 INLET BAFFLE 60` GDEFLS.F. SQUARE FEET -- — 530 — --- EXISTING CONTOURS 4' I 5/-8# 3, 530 PROPOSED CONTOURS ' � CROSS SECTION5Zg ---- X ��� BUILDING SETBACK LINE TEST HOLE 3�0 2 COMPARTMENIINVERT ELEVATION s \w / \� SEPTIC TANK \ - NOT TO SCALE 4' TOPSOIL SUITABLE FILLp FILTER FABRIC L� v. _533.4-7_ / / 4' PERFORATED —r - / f PIPE — y z_ / Ud SEPTIC SYSTEM PLAN 1' STONEcQ — �, PREPARED FOR J ✓ 4' �. / TRENCH . r RTT CROSS SECTION NOT TO SCALE LOT #3 _ LOCHDALE ESTATES 20 10 0 _ 20 FORSYTH ROAD (=oVuo Se G PHIL SCALE IN FEET MONTVILLE, CONNECTICUT s f REVISIONS R DA DESCRIPTION ,. Architecture, Engineering and Surveying 110 BROADWAY NORWICH, CT 06360 860-889-3397 FAX 860-886-7801 ' DAA..: NOVEMBER 6, 1998 SC ` _E: 1, - 20' SHE :T 1 IF 1