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Home My WebLink AboutSite PlanZONING COMPLIANCE TABLE - WRP-160 DISTRICT 00 � ITEM ]F REQUIRED PROPOSED Gj_ jD T coo LOT AREA 160,000 S.F. 175,339 SF +/- ol�? bv)V, SNET LOT FRONTAGE 200 FT. 205.87' #2640 ® FRONT YARD 75 FT. 90'+/•. 0 SIDE YARD 30 FT. 52'± -'� REAR YARD 75 FT. 400'+ / BUILDING HEIGHT 35 FT. 26 FT. 6. o 551 S 470 12159, `2' cb f 751 WELL RADIUS EASEMENT FOR ACCESS & UTILTIES IN FAVOR OF LOT 32-8 / ' / //,�� •.. �324 301 ' _�Qsej) � N� "� `� DS •, - 322 4 RS�9O�PROPOSED FF T31S�,32S PROPO If f •.30, .e \ _32,. 2LIMITS OF .-3 CLEARING' Q D2 INV. 319.20 --320 / 1,250 (2COMP.)`"~ \_ - -__ _--'� '`� 320 ~_�PROPOSED r s SEPTIC TANK -. UTILITIES INV. IN -318.55 * r 79LF OFGEOMATRIX GST -6212 // INV. OUT -318,30 — - - e% ` ' ' SEE DETAIL `�_, 27LF-411PVC�� FOOTII�IG EXISTING GRADE c� SYSTENJ, 417.4 ( ) (ASTM D1785) -� '�- - -1N ' BOTTOM OF/,SYSTEM - 31/7!60 . _ ' "� N OUTLET / TOP OF SySTEM - 318.09/ -- - M_ o CNV. 4 TOP DISTRIBUTION PIPE - 318.00 / /' ',D!BOX 319.5x x319.5 / '' / f16LF-4"PVC INVg,Ox . IN -318.10 31 / INV. OUT -318.00 ��(SDR-35) r - - TH#7A TH#7B 318 316 °® ' 301 " s ✓ r f ti \ \ - -' �EA ,,,,, ®IWTH#7D f • ,,. -� ... - .- . ....- - ._ .-., __ __ ___ ... __. _. , _ ..... _.. .-.. _... 316 -"'„ � ✓ e '°'-' ' ✓' / 00 314 INSTALL A CONTINUOUS 31 '' LINE OF SILT FENCE (SEE DETAIL) /m -312 32.9 LIMITS OF ,`` .' / 50' WETLAI\1DS � `•.. .. REVIEW AREA' FILTER FABRIC I POST ANGLE 10" UP SLOPE _ �I FOR STABILITY AND SELF CLEANING LIMITS OF °� / �� H ` �` COMPACTED INLANDa WETLANDS BACKFILL J r 1 1 � •. SILT FENCE C N � NOT TO SCALE o s L �l %1: 1 R LEGEND: 6 �w F.F. FIRST FLOOR /`;;:;:;;:::::;....... � EL. ELEVATION S.F. SQUARE FEET DH DRILL HOLE IPIN' IRON PIN 4 - REC. RECOVERED f - SOIL TEST DATA WITNESSED BY MICHAEL KIRBY UNCAS HEALTH DISTRICT - 7/18/18 TH#7A - 0"-711 TOPSOIL - 711-24" SUBSOIL, STONES & ROCKS - 24"-59" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 24", RESTRICTIVE - 24" TH#713 -0"-11" TOPSOIL -11"-31" SUBSOIL, STONES & ROCKS - 31 "-78" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 33", RESTRICTIVE - 31" TH#7C - W-10" TOPSOIL - 10"-23" SUBSOIL, STONES & ROCKS - 231'-70" VERY COMPACT TAN SILTY SAND, STONES & ROCKS NO WATER, NO MOTTING, NO LEDGE ROOTS TO 25", RESTRICTIVE - 23" TH#7D - 0"-10" TOPSOIL - 10"-32" SUBSOIL, STONES & ROCKS - 32"-791' VERY COMPACT TAN SILTY SAND, STONES & ROCKS NO WATER, NO MOTTING, NO LEDGE ROOTS TO 32", RESTRICTIVE - 32" 2X2 5/8 16 GA. WIRE MESH 1 1/2"7n I J---_ � cV N 2" STANDARD D -BOX NOT TO SCALE 018.6 EXISTING SPOT ELEVATION x320,5 PROPOSED SPOT ELEVATION — — 316 -- — EXISTING CONTOURS --- 316 PROPOSED CONTOURS BUILDING SETBACK LINE -- TEST HOLE 2411 (GST . 14 • lie CONSTRUCTION ENTRANCE NOT.TQ SCALE I D �U0 /Iy1 0011 / II ASTM C-33 SAND SPECIFICATIONS: SIEVE SIZE PERCENT PASSING 0,375" 100 #4 95-100 #8 80-100 #16 50-85 #30 25-60 #50 5-30 #100 <10 #200 <5 N 11/10/2020 ENGINEER DATE PERC TEST DATA WITNESSED BY ADVANCED SURVEYS, LLC 7/18/18 PERC #8 DEPTH - 22" PRESOAK - 9:50 - DRY AT 10:35 10:50 - 61/2" 11:00 - 9 3/4" 11:10 -11 112" 11:20 -10 3/4" 11:30 -11 3/4" 11:40 -12 1/2" 11:50 -13 1/4" PERC RATE -13 MINUTES PER INCH MLSS & DESIGN DATA 4 BEDROOM RESIDENCE SLOPE 7% PERC RATE - 1" IN 13 MINUTES RECEIVING SOIL DEPTH (AVG.) 27" (HF) 28X (FF) 1,75 X (PF) 1,25 = 61.25 MLSS REQUIRED - 61.25' MLSS PROVIDED 79' 4 BEDROOM HOUSE REQUIRES 675 + 112.5 = 787.5 S.F. OF EFFECTIVE LEACHING AREA USE 79 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (79 X 10.0 = 790 S.F.) USE 1,250 GAL, 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE RESERVE AREA SAME AS PRIMARY CAST CONCRETE COVERS PLAN CAPACITIES A B C 1250 GAL 6111 5111 48" 1500 GAL 6911 5911 5611 /� 4 x 4 12.6/12.6 GA. WIRE MESH .171/2". / /- 6 x 6 6/6 GA. WIRE MESH L�ASPHALT UOUS HOT D �' OUTLET �1 SEAL FILTER HED. #40DEVICE T RAFFT P:i el. CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE FINISH GRADE TO DIRECT RUNOFF AWAY FILTER FABRIC 1STM C-33 SAND 4" CT DOT #6 STONE ;T DOT #6 STONE ASTM C-33 SAND CROSS SECTION A—A 1V —V KNOCKOUT INLET AND OUTLET OPENINGS N � 4� N ,U L J J L/ f - CAST CONCRETE COVERS PLAN CAPACITIES A B C 1250 GAL 6111 5111 48" 1500 GAL 6911 5911 5611 /� 4 x 4 12.6/12.6 GA. WIRE MESH .171/2". / /- 6 x 6 6/6 GA. WIRE MESH L�ASPHALT UOUS HOT D �' OUTLET �1 SEAL FILTER HED. #40DEVICE T RAFFT P:i el. CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE FINISH GRADE TO DIRECT RUNOFF AWAY FILTER FABRIC 1STM C-33 SAND 4" CT DOT #6 STONE ;T DOT #6 STONE ASTM C-33 SAND CROSS SECTION A—A \— CT DOT #6 STONE ASTM C-33 SAND CROSS SECTION B—B :PR r— /—, \ A A "i 1—•1 I \ I /—\ /•1 T 1 1— A /—%I Ilk 1 r\ /_\ \ I /_1% _T_1— . 1 TO MY* 0 AS 1T H H S N THIS MAP IS SUBSTANTIALLY CORRECT NOT VALID WITHOUT A LIVE SIGNATURE E SURVEYOR HEREON, AupNN A. DESCHAMPS S. #70019 TE EROSION AND SEDIMENT CONTROL PLAN: 1, CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE DRIVEWAY AND SEPTIC SYSTEM. 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. STRAW/HAY 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 1------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE DESIGN NOTES: L ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN, 2, 'PHIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED. LEACHING SYSTEM CONSTRUCTION NOTES: 1, TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED AND COMPACTED IN 6" LIFTS, SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES• B, THF�'iFILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO, 4 & 3" SIEVES) NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO, 4 SIEVE. C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA: SIEVE SIZE: #4 #10 #40 #100 #200 %PASSING: 100 70-100 **10-50 0-20 0-5 WET SIEVE % PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE * PERCENT PASSING THE 940 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 51/o• 2. DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT, 3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL, FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF THE LEACHING AREA. THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED, SEPTIC SYSTEM CONSTRUCTION NOTES: 1. CONSTRUCTION SEQUENCE: A, STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA, B. PLACE SELECT FILL IF REQUIRED• C. CONSTRUCT LEACHING TRENCH TO DESIGN LINE & GRADE. D, LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS WITH EROSION CONTROLS UNTIL FIRST MOWING. 7, THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D 1785 SCHD 40 OR APPROVED EQUAL. 3 ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED. 4, SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN STONE ON COMPACTED SUBGRADE. 5, THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITFHN 75' OF THE PROPOSED WELL AND SEPTIC SYSTEM AS SHOWN ON THIS PLAN. 6, APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO.4 STONE: SIEVE SIZE PERCENT PASSING (BY WEIGHT) 2 -INCH 100 1 -1/2 -INCH 90-100 I -INCH 2O-55 3/4 -INCH 0-10 3/8 -INCH 0-5 7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR. S. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 5" INTO EXISTING GRADE. NOTES: 1, TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT, 3. BASE FOR LEVELS: N.A.V,D, 1988, 4, PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT WRP-160. 5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM LOCATED ON ABUTTING PROPERTIES. 6. TOTAL AREA OF PROPERTY - 175,339 S.F,± (4,02 ACRES). 7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION. REFERENCE MAP: SUBDIVISION PLAN PREPARED FOR SUNMAR/RAF BUILDERS, LLC, #1100 EAST LAKE ROAD, MONTVILLE, CONNECTICUT, SCALE: 111=100', DATE: 10/2/18, REV. TO 12/16/19, ALL SHEETS, PREPARED BY ADVANCED SURVEYS LLC, • • • • 6206) �iw�i.4 w. .r •r •� •� .. •r •r .Y •r •r •� •Y •r •r •rT•r •r` 2411 (GST . • . • • - •r . •Y .r •r •r .r •r . •, •r .r.. \— CT DOT #6 STONE ASTM C-33 SAND CROSS SECTION B—B :PR r— /—, \ A A "i 1—•1 I \ I /—\ /•1 T 1 1— A /—%I Ilk 1 r\ /_\ \ I /_1% _T_1— . 1 TO MY* 0 AS 1T H H S N THIS MAP IS SUBSTANTIALLY CORRECT NOT VALID WITHOUT A LIVE SIGNATURE E SURVEYOR HEREON, AupNN A. DESCHAMPS S. #70019 TE EROSION AND SEDIMENT CONTROL PLAN: 1, CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE DRIVEWAY AND SEPTIC SYSTEM. 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. STRAW/HAY 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 1------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE DESIGN NOTES: L ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN, 2, 'PHIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED. LEACHING SYSTEM CONSTRUCTION NOTES: 1, TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED AND COMPACTED IN 6" LIFTS, SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES• B, THF�'iFILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO, 4 & 3" SIEVES) NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO, 4 SIEVE. C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA: SIEVE SIZE: #4 #10 #40 #100 #200 %PASSING: 100 70-100 **10-50 0-20 0-5 WET SIEVE % PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE * PERCENT PASSING THE 940 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 51/o• 2. DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT, 3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL, FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF THE LEACHING AREA. THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED, SEPTIC SYSTEM CONSTRUCTION NOTES: 1. CONSTRUCTION SEQUENCE: A, STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA, B. PLACE SELECT FILL IF REQUIRED• C. CONSTRUCT LEACHING TRENCH TO DESIGN LINE & GRADE. D, LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS WITH EROSION CONTROLS UNTIL FIRST MOWING. 7, THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D 1785 SCHD 40 OR APPROVED EQUAL. 3 ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED. 4, SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN STONE ON COMPACTED SUBGRADE. 5, THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITFHN 75' OF THE PROPOSED WELL AND SEPTIC SYSTEM AS SHOWN ON THIS PLAN. 6, APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO.4 STONE: SIEVE SIZE PERCENT PASSING (BY WEIGHT) 2 -INCH 100 1 -1/2 -INCH 90-100 I -INCH 2O-55 3/4 -INCH 0-10 3/8 -INCH 0-5 7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR. S. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 5" INTO EXISTING GRADE. NOTES: 1, TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT, 3. BASE FOR LEVELS: N.A.V,D, 1988, 4, PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT WRP-160. 5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM LOCATED ON ABUTTING PROPERTIES. 6. TOTAL AREA OF PROPERTY - 175,339 S.F,± (4,02 ACRES). 7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION. REFERENCE MAP: SUBDIVISION PLAN PREPARED FOR SUNMAR/RAF BUILDERS, LLC, #1100 EAST LAKE ROAD, MONTVILLE, CONNECTICUT, SCALE: 111=100', DATE: 10/2/18, REV. TO 12/16/19, ALL SHEETS, PREPARED BY ADVANCED SURVEYS LLC,