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HomeMy WebLinkAbout2010-9-8 - 245 Barber Hill Road - Septic Plot Plan 'YR SOILS DATA TOWN OF SOUTH WIND50R 308 �1 OPEN SPACE 3Q8 FINISHED GRADE �3 22 420, TEST PIT.I TEST PIT:2 TEST PIT:3 \ CONSTRUCTION ENTRANCE / 396' 42° 4"MIN.TOPSOIL 184' DATE:4-21-09 DATE:4-21-09 DATE:4-19-09 4` FILTER FABRIC ASTM D-5261 306 306 Qp A D-4491 A D-4533 w GROUNDWATER:NONE GROUNDWATER:NONE GROUNDWATER:NONE "MIN•BacKFILL 01 �? MOTTLING:NONE MOTTLING:NONE MOTTLING:NONE \ v a; v v QJ�y 25•M� z• 670' `:a LEDGE:NONE LEDGE:NONE LEDGE:NONE Z rn z o. W ej ej ROOTS:NONE ROOTS:NONE ROOTS:NONE 304 304 M (1�.J!] 4"PERF.P.V.t.SEWER PIPE MATERIAL:0-6"TOPSOIL MATERIAL:0-5"TOPSOIL MATERIAL:0-4"TOPSOIL U- 0 iii 0 U- ~O 57 M V' m m � m i 1/4"{N0.4)OR 6-12"FINE SANDY LOAM 5-21"FINE SANDY LOAM 4-15"FINE SANDY LOAM / a 3/4'(NO.6)AGGREGATE j 12-72"COMPACT RED FINE 21-72"RED BROWN 15-72"RED BROWN 302 302 a PER STATE HEALTH CODE 6'MIN. / SAND&GRAVEL COMPACT SAND&GRAVEL COMPACT SAND&GRAVEL \� EXISTING I T NG QPA 3Q0 300 Cl as as BLUE SPRUCE RD �� Z TEST PIT:4 TEST PIT:5 TEST PIT.6 O O O Q aaaa w� O O DATE:4-19-09 DATE:4-19-09 DATE:4-19-09 6"MINIMUM a Jti� 4 ti�� °D GROUNDWATER:NONE GROUNDWATER.NONE GROUNDWATER:NONE 298 o_C. O.c_ \ 298 MOTTLING:NONE MOTTLING:'NONE ;fiMOTTLING.NONE Q LEDGE:NONE LEDGE NONE LEDGE:NONE FILTER FABRIC �� ROOTS:NONE ROOTS:NONE � :� ROOTS',NONE TYPICAL ABSORPTION TRENCH MATERIAL:0-6"TOPSOIL MATERIAL:0-4"TOPSOIL MATERIAL:0-4"TOPSO€L 296 29b CONK.D.O.T.2" NOT TO SCALE ^ J / t OTHER LAND OF 6-14"FINE SANDY LOAM 4-12"FINE SANDY LOAM 4-9"FINE SANDY LOAM Z / JOHN D. DZEN, JR. & JENNIFER M. DZEN _ 14-72"RED BROWN 12-72"RED BROWN 9-80"RED BROWN CROSS SECTION A-A ;� o w COMPACT SAND&GRAVEL COMPACT SAND&GRAVEL COMPACT SAND&GRAVEL SCALE:HORIZ_f"=20' GRID ��+ 62 SECOND PIECE ¢ vERT,1 =4 ''` Z co REMAI NG LAND OF FIRST PIECE VOL. 1038 PG. 70 S.W.L.R. z �-- - _..- ALS 3 N co OL. 1038, PG. 70 S.W.L.R. 1,318,8Q2+ S.F. Q SANITARY DESIGN SEPTIC SYSTEM ELEVATIONS - �� / 1,380,675± S.F. 30.276± ACRES M z- NO.OF BEDROOMS-4 #1 #2 #3 ` \ v ALS 4 U 31.696± ACRES o BOTTOM OF TRENCH 299.00 299.00 299.00 "t 275 PERCOLATION RATE-5-10 MIN./IN. f� � � ABSORPTION AREA REQUIRED-660 S.F. F.L.DISTRIBUTION LINE 299.50 299.50 299.50 \ / --� IRO) 0- USE 4'WIDE TRENCHES DISTRIBUTION BOX OUTLET 300.17 300.17 -- `� IRON \ / O PIN / Z DISTRIBUTION BOX INLET 300,00 300.00 300,00 \ \ PIN TO BE Si 0 USE 3 ROWS @ 75 L.F. SEPTIC TANK OUTLET 300.25 \ `sc'� BE SET N01005'59"W �� ALS 5 O USE 1250 GALLON SEPTIC TANK SEPTIC TANK INLET 300.50 184.32' v a NO WELL WITHIN 75' OF SEPTIC SYSTEM \ MLSS NEED NOT BE CONSIDERED F.L.PVC @ FDN.WALL 301.25 �p� RO CONNECT ENDS OF TRENCHES TOP OF FDN.WALL 311.00 \ \ \ P GARAGE FLOOR 310.00 \ \ 124' ya N 01°05'S9"W uq ALS 6 no 184.32' rn 310JNO� BASEMENT FLOOR 303.50 \ SUFFER / O m 280'_ FIRST FLOOR 312.2± \� /��\ \ 9q \ \ $d\ ' W '-AND O N/F DEBOR\ \ �. N ©=5°43'46" N +' MARGARET C.&`�. LAWREMAINTAIN A MINIMUM OF 5 SEPARATING DISTANCE FROM F � ALS 7 ; o 245 R=iQ0QA0 w CJ WILLIAM F.ANY PART OF SEPTIC SYSTEM AND UNDERGROUND UTILITY TRENCH. �Fp T � \ �� o L=100.Od::; o SPIE sy ��c N T=50.o4 °` PHILLIA5 ANY UNDERGROUND UTILITY TRENCH 5'-25 FROM SEPTIC SYSTEM S CP , �Z \_ \ \ co 395'± SHALL NOT BE BACK FILLED WITH FREE DRAINING MATERIAL. g6� _ \ \ -.1 2 v1 185.23' ALS 8 501005'59"E b85'± ----" �- --�. BARBER HILL ROAD INSTALL SEPTIC TANK RISERS TO WITHIN 12"OF FINAL GRADE. EXISTING - .._ .._.. ._...- .,..._�. � <,�--/ ram, ` -..,, \ �`' -""''-�`'~�` KS `- THE LIQUID CAPACITY OF A SEPTIC TANK SHALL BE INCREASED L - Aga ` �`. _ '' BOUNDARY WHENEVER A RESIDENTIAL BUILDING CONTAINS A GARBAGE BUILDING \ EXIST. `'�- \ \ 50' R.Y• � - GRINDER OR LARGE CAPACITY BATHTUB IN ACCORDANCE WITH `iQL?0 GALLON �-- �` -� �� THE FOLLOWING: SEPTIC-7- THE SCALE: 1" = 200' _ GARBAGE GRINDER TANK `3a0 \ \ \ \ ADD 250 GALLONS TO REQUIRED CAPACITY OF SEPTIC TANK POSS TP , PERMANENT VEGETATIVE COVER TEMPORARY VEGETATIVE COVER LARGE TUB: GENERAL: GENERAL: 100 TO 200 GALLON TUB:ADD 250 GALLONS TO REQUIRED ELEC "-- --- \ \ ~ .� A "~" -. . 1. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON-ALL UNPROTECTED AREAS THAT CAPACITY OF THE SEPTIC TANK MTR. "~- \ �� `'~ PROJECT ARE COMPLETED IN ORDER TO STABILIZE THE SOIL,REDUCE DOWNSTREAM DAMAGE PRODUCE SEDIMENT,AREAS WHERE FINAL GRADING HAS BEEN COMPLETED AND AREAS WHERE OVER 200 GALLON TUB:ADD 500 GALLONS TO REQUIRED �, , \ \` ` \ 61,514 S.F. FROM SEDIMENT AND RUNOFF AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. THE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. CAPACITY OF THE SEPTIC TANK l% 1 \ \ ` IT WILL BE APPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL SITE PREPARATION: ``�. 1412 2 AC. 2�2 GRADING HAS BEEN COMPLETED AND A PERMANENT COVER I5 NEEDED.1AWN 1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES. ® MAW- SITE PREPARATION: 2. REMOVE LOOSE ROCK,STONE,AND CONSTRUCTION DEBRIS FROM AREA. ALL MATERIALS AND CONSTRUCTION METHODS FOR FL= �A \� 1 e 1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES. 3. APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF ONE(1) TON OF GROUND INSTALLATION OF SEPTIC SYSTEM TO CONFORM TO ___ QP` 302.� ® ` ~� �-- 2. REMOVE LOOSE ROCK,STONE AND CONSTRUCTION DEBRIS FROM AREA. DOLOMITIC LIMESTONE PER ACRE(5 LBS.PER 100 SQUARE FEET). CONNECTICUT PUBLIC HEALTH CODE REGULATION AND le �� ��,� \ �m �� "� 3. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE. 4. APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS.OF TECHNICAL STANDARDS FOR SUBSURFACE DISPOSAL G yL - v. �\ \ 4. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN. 10-10-10 PER ACRE(7 LBS.PER 1,000 SQUARE FEET.) SYSTEMS REVISED JANUARY,1,2004 AND DESIGN M UAL SUBSURFACE DISPOSALDATED JULY,1998. \ \ 30gx8 .� o ;: .� \ \ \3p ` '� \� �_ �'29q 5. APPLY FERTILIZER ACCORDING TO SOIL TEST OR: 5. UNLESS HYDROSEEDED,WORK IN LIME AND FERTILIZER TO A DEPTH OF�FOUR(4")INCHES ~30 �- S \U4 ` TP3 \30 T USING A DISK OR ANY SUITABLE EQUIPMENT 4 ~-- `�' FL �`� PERC2 \ C\` \ �n - SPRING SEEDING: 6. TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM,LOOSE SEEDBED.WORK ON CONTOUR �K 303.Qr� -: � \ ® ''�® ® o WORK DEEPLY IN SOIL,BEFORE SEEDING,300 LBS OF 10-10-10 FERTILIZER PER ACRE IF SITE IS SLOPING. / \ N (7 LBS PER 1,000 SQUARE FEET);THEN SIX(6)TO EIGHT(8)WEEKS LATEK APPLY ON IRON S 12.0' `\ \ \ ` THE SURFACE AN ADDITIONAL 300 LBS OF 10-10-10 FERTILIZER PER ACRE. ESTABLISHMENT: PIN TO 306 in 15.5°3 , _304.`` 125Q GAL. .� V ` 1. USE ANNUAL RYEGRASS AT A RATE OF 40 LBS/AC.OR SUITABLE EQUIVALENT AS C\iM \\ \ \ - FALL SEEDING: �- SPECIFIED IN THE 2002 CT E&S GUIDELINES. BE SET n 303.0 3 22.5 SEPTIC TANK \ \p. WORK DEEPLY IN SOIL,BEFORE SEEDING,600 LBS OF 10-10-10 FERTILIZER PER ACRE 59'± 24.0' 4"SCH.40 PVC " (14 LBS PER 1,000 SQUARE FEET). 2. SEEDING TO BE DONE FROM APRTL 15T TO DUNE 15 OR AUGUST 1ST TO OCTOBER IST. @2.08%MIN. 303.0 4 SDR-35 PVC\ D.B#3 *4111�\ ;cF \ \ `\ WINTER STABILIZATION PLANTINGS TO BE NO LATER THAN OCTOBER 1ST. THIS INCLUDES MIN \ ESTABLISHMENT: STOCKPILE AREAS. TP4 D.BOX \ ` \ \\ 1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TO 3. APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING, ® \ D, \ q \ \ SEEDING(EXCEPT WHEN HYDROSEEDING). DRILLING,OR HYDRAULIC APPLICATION. 0� o .�' - PROPOSED \ o FOUNDATION \ \� \ ` \ 2. SELECT ADAPTED SEED MIXTURE AS FOLLOWS. NOTE RATES AND THE SEEDING DATES. 4. UNLESS HYDROSEEDED,COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF 56IL o �.,� \ 6 �$Zfc \ \ WITH SUITABLE EQUIPMENT. COVER SUDANGRASS AND SMALL GRAINS WITH 1/2 INCH SOIL e ® ^��306� 4 0 13.33' PERC1 303.3 `\. D•BOX ) FA,ge \ SUNNY TO PARTIALLY SUNNY STIES 5. MULCH IMMEDIATELY AFTER SEEDING,IF REQUIRED,ACCORDING TO THE 2002 CT N 00°i3'28"W 11.83 11.33' $ SO V w ++#1 t,�4 R,o \ ` w` LBSJACRE LBS./1000 5,F. E&5 GUIDELINES. 90.00' m 310.0 �? o PROP.RET.WALL Fj 110 ;n M �9g_ °O v° 2.0` b �J^ 9eS rn :oD KENTUCKY BLUEGRASS 20 0,45 © / --� 30hK `gFrq ORR� \ cciy�y ` N CREEPING RED FESCUE 20 0.45 \ \ B O \ Z PERENNIAL RYEGRASS 05 0.10 41 PROP. DRIVE � ,-s N \ �� \ 3Q4 OR,o� tic TOTAL 45 1.00 12.Q' 12.0' _ TP2 O 'S' _30 MANHOLE EXTEND TO GRADE 10 �, 309.5 �\ \T,1F ` Q� SHADY SITES MANHOLES , 65.00' _ ..-~" 3Q6 \ \� CREEPING RED FESCUE 50 1.00 INLET - GRADE N QO 13 28 W ! '\ \ PERENNIAL RYEGRA55 05 0.10 ° --- OUTLET PROPOSED ACCESS / GRADE TO DRAIN 50' F.Y. 4' ~30Z TOTAL 55 1.10 EASEMENT -''' J� -•-N V \, __ 25' /"3p8� ■a+` �� ` \� ~ 304 DROUGHTY SITES c OUTLET FILTER DEVICE Nh� ,�►�'� b 309X6 BENCHMARK-NAIL IN .` „� 'o CREEPING RED FESCUE 40 1.00 INLET BAFFLE 0 QO 6, ,p \ ROOT OF 15/18 MAPLE \ �� _ •� TALL FESCUE 2Q 0.5d CONNECTION AT MID DEPTH '9 I � o �� PROPS O �---� ELEV.=3f3.20 \ 306 TOTAL 60 1.50 Q� , ASSUMED DATUM 2/3 REQUIRED CAPACITY IN 1/3 REQUIRED 1 rn .r O STOCKPILE a EXIST. \ CAPACITY IN EXIST. BARN °D �O 310 3. FINAL SEEDING SHALL TAKE PLACE PRIOR TO OCTOBER 1ST AS SEEDING AFTER THIS DATE FIRST COMPARTMENT SECOND ,p ••--''' AREA �J WELL \ COMPARTMENT 1; - CONSTRUCTION RUNS A DISTINCT CHANCE OF FAILURE DUE TO ADVERSE WEATHER. ANY AREAS THAT ARE \ - ENTRANCE 1H"!1.•�d>i. DISTURBED BETWEEN OCTOBER 15T AND APRIL 15T SHALL BE STABILIZED BY 30g � --._ NON-VEGETATIVE MEANS SUCH AS HEAVY MULCHING WITH A BINDER OR JUTE MATTING _ WHICH WILL HAVE TO BE REMOVED BEFORE FINAL SEEDING AND THEN REPLACED AFTER LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH ,0 ,6 r_.........;:- 05;*!s'°MAN_ � �-- �� � `t\ 7",t". �Y s FINAL SEEDING. co EXIST. "� � 3f�" C�4K r- --- - _� '� f R-'1000.0Q-- -- IRON 4. APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED,BY BROADCASTING,DRILLING, 1250 GALLON SQUARE V -' - r- -'�- L=100.00 �"-- OR HYDRAULIC APPLICATION. Z IRON O �3ad-- _ �' GUY` -`-" --- T�SQ 4--� -- rPyfTTO- TWO COMPARTMENT SEPTIC TANK .:I PIN 185.23' -�" SET 5. COVER GRASS AND LEGUME SEEDS WITH NOT MORE THAN 1/4INCH OF SOIL WITH SUITABLE 59.23 SQ1°05'59"E / EQUIPMENT(EXCEPT WHEN HYDROSEEDING). NOT TO SCALE 1Q9.97` ;-4'25.00 580' / .. r-- 1 STON WA MIN _ m S 9 200A0' �RON J` ` IRO._1� $ __f �' >.. y - (TOTAL) FIN TO / SBC PIN TO GUIDELINES. �.���.. 6. GMULCH UIDELINES.DTATELYAPTER SEEDING,IF REQUIRED.ACCORDING TO THE 2002 CT E&S •...: .. '. �� BESET \ / 11935 T� BE SE - - -ter 7. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS,USE FOUR(4)TIMES NORMAL RATE l BIT APRON -----�- �/ ------ WHEN HYDROSEEDING. PLOT PLAN Ln BARBER HILL ROAD 3,Qx� ` #245 BARBER HILL ROAD CONSTRUCTION SEQUENCE LEGEND PREPARED FOR 1.INSTALL SILT FENCE EXISTING CONTOUR W-- 306 REFERENCE IS MADE TO A MAP TITLED: .-- �- -- --------�- JO H N D. DZEN J R. .....--- ,.._.-- •~' ' •_y. --•"' "� 2.INSTALL CONSTRUCTION ENTRANCE DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS,INC. _ ---~ �_ ---- �. --- PROPOSED CONTOUR 306 MASKEL ROAD AND BARBER HILL ROAD SOUTH WINDSOR,CONNECTICUT"REVISED "� "� l -� "` 3.CONSTRUCT HOME A SEPTIC SYSTEM 7-28-08 PREPARED BY ALFORD ASSOCIATES,INC.WINDSOR,CONN. �„� SBC �Y�4� EXISTING ELEVATION 306x0 SOUTH WINDSOR, CONN. 1 4.REVEGETATE DISTURBED AREAS PER PROPOSED ELEVATION 3Q9.9 �} 1193 ��Sugg� SCS GUIDELINES(SEE NOTE) REV.5-31-11 FTC.DRAIN,IRON PINS TO BE SET rPE OF SURVEY:ZONING LOCATION 119 cj r4C,`-br0 t .. ,---SILT FENCE � REV.5-12-115TAFF COMMENTS 1 1194/UG 1�. �5 5.REMOVE SILT FENCE 'JNDARY DETERMINATION CATEGORY:ORIGINAL SURVEY � � �Q�C . REV.5-4-11 HOUSE DIMENSIONS,DRIVE&ACCESS EASEMENT 55 OF ACCURACY:A-2,T-2 ` `` '�i -o�`1to Soy\ ' S 1 /^ N � ��y�Ot`fi4` �r\ S' AP IS SUBSTANTIALLY CORRECT AS NOTED H � AS 'z+�s - "' °`�"�'"''�'`�"` 1°� br ���� - re ►s-4v.` "kvN ot`��:.� � '° AESCHLIMAN LAND SURVEYING, PC KNOWLEDGE AND BELIEF,THIS M REON.THIS SURVEY W ZONING CHART 'ED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECT'ON 20-300b-i THROUGH ZONE:RR mac- i--vo)--CO� , -ZQ AND THE"-STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEJPN 20'AS ADOPTED BY THE Certified Substantially Correct: GRAPHIC SCALE 1PrQ�� o`� a, TICUT ASSOCIATION OF LAND SURVEYORS,INC.,ON SEPTEMBER 26,1996. AREA FRONTAGE DEPTH F.Y. S.Y. R.Y. HEIGHT STORIES 20 0 10 20 a0 1379 MAIN STREET ` � � OWNER EAST HARTFORD, CONN. 06108 PROV. REQ. PROV. REQ. PROV. REQ. PROV. REQ. PROV. REQ. FROV. REQ. PROV. REQ. V. 4Ct� C C� JOHN D.JR.&JENNIFER M.DZEN RE�� flu 985 FOSTER ST.EXT. (860)-528-4881 40,006 S•F• 61,514 S.F. 175' 285, 200' 239' ::51Y:=66- 20' 52' 50' 1 110` 30` 1 24'± 2.5 2 ( IN FEET ) �` t_- -S SOUTH WINDSOR,CT06074 'CHLIMAN' • L.S. #14201 John Mnrt+tcci F.E. # 19494 1 inch = 20 ft. S�_ PH.860-573-2112 DATE: 9-$-10 SCALE: 1"=20' MAP NO. 209026-1 ro l SOILS DATA TOWN OF SOUTH WINDSOR 308 308 4°MIN.TOPSOIL FINISHED GRADE i84' 23 22 21 Da 420 EN SPACE TEST PIT: 1 TEST PIT:2 TEST PIT: 3 \ CONSTRUCTION ENTRANCE 4zo' ' DATE:4-21-09 DATE:4-21-09 DATE:4-19-09 306 306 PT FILTER FABRIC ASTM D-5261 396 O U A R:NONE GROUNDWATER:NONE GROUNDWATER:NONE GQO / 4°MIN,BACKFILL 6 D-4491 b D 4533 GRONDW TE w MOTTLING:NONE MOTTLING:NONE MOTTLING:NONE \ Z Z Z � ,� z" o Q I a• LEDGE:NONE LEDGE:NONE LEDGE:NONE ^ / 670 '�' ROOTS:NONE ROOTS:NONE ROOTS:NONE 304 \ '�' N w N to N 304 / NrMUM ( ) f 4°PERF.P.V.C.SEWER PIPE MATERIAL:0-6"TOPSOIL MATERIAL:0-5"TOPSOIL MATERIAL:0-4"TOPSOIL �' v m m v ° 11/4"(NOA)OR 6-12"FINE SANDY LOAM 5-21"FINE SANDY LOAM 4-15"FINE SANDY LOAM / O 3/4'(N0.6)AGGREGATE SAND&GRAVEL 12-72"COMPACT RED FINE 21-72"RED BROWN 15-72"RED BROWN COMPACT SAND&GRAVEL COMPACT SAND&GRAVEL 302 EXISTING 302 CJ /)v� OQ PER STATE HEALTH CODE 6"h{IN, Lo V PA GRADE a 30D 300 C7 BLUE SPRUCE RD TEST PIT:4 TEST PIT:5 TEST PIT:6 O O A Q �QnO n ��p ,��� Zp DATE:4-19 09 DATE:4-19-09 DATE:4-19-09 8, 8, \ 6"MINIMUM V J"„ 4' ,S(9� In 00 GROUNDWATER:NONE GROUNDWATER:NONE GROUNDWATER:NONE 296 o.G. t7-C. 298 Q "` ti,G' MOTTLING:NONE MOTTLING:ONE ONE LEDGE NONE ONE Py LEDGE;NONE LEDGE:N FILTER FABRIC / ROOTS NONE ROOTS:NONE ROOTS:NONE TYPICAL ABSORPTION TRENCH � MATERIAL:0-6"TOPSOIL MATERIAL:0-4"TOPSOIL MATERIAL:0-4"TOPSOIL 296 29b CONN.D.O.T.2" NOT TO SCALE / OTHER LAND OF N 6-14"FIN£SANDY LOAM 4-12"FINE SANDY LOAM 4-9"FINE SANDY LOAM a Z o -33 14-72"RED BROWN 12-72"RED BROWN 9-$0"RED BRAWN CRO55 SECTION A-A LL / g JOHN D. DZEN, JR. & JENNIFER M. DZEN _ COMPACT SAND&GRAVEL COMPACT SAND&GRAVEL COMPACT SAND&GRAVEL SCALE:HORIZ.I"=20' GRID Lit '+ L!1 VERT.I"=4' --' '-`� � S 62 R AI A SECOND PIECE ALS 3 w j EM NG L ND OF FIRST PIECE VOL. 1038, PG. 70 5.W.L.R, t„ Z �- N V) OL. 1038, PG. 70 S.W.L.R. 1,318,802± S.F. tj � SANITARY DESIGN SEPTIC SYSTEM ELEVATTONS - a�AL54 1,380,67"5± S.F. 30.276± ACRES #1 #2 #3 �� 31.696± ACRES L NO.OF BEDROOMS-4 CL PERCOLATION RATE-5-10 MINJIN. BOTTOM OF TRENCH 299.00 299.00 299.00 ABSORPTION AREA REQUIRED-660 S.F. F.L.DISTRIBUTION LINE 299.50 299.50 299.50 DISTRIBUTION BOX OUTLET 300.17 300.17 -- �� / 0�, USE 4' WIDE TRENCHES DISTRIBUTION BOX INLET 300,00 300.00 300.00 \ \ _ w / . ALS 5 / USE 3 ROWS @ 75 L.F. �'s3 rL SEPTIC TANK OUTLET 300.25 \ �' Nqi°05'59"W 'S' p USE 1250 GALLON SEPTIC TANK SEPTIC TANK INLET 300.50 `' I84 32' NO WELL WITHIN 75'OF SEPTIC SYSTEM \ MLSS NEED NOT BE CONSIDERED F.L.PVC @ FDN.WALL 301.25 \ \ Qp TOP OF FDN.WALL 311.00 \ \ P 124' N 01°05'59"W CONNECT ENDS OF TRENCHES \ GARAGE FLOOR 310.00 ALS 6 - O 184.32' gym'. + N BASEMENT FLOOR 303.50 \ \ ,\ 9 \ � ���_ ER / ❑ O o, 310' FIRST FLOOR 312.2± \ \ 4� \ Bp' W�t-AN13 BUFF �_ ;.. \ °� O� cmv 280'± �' ,�y / N 3�, �,° u, N/ N/ MAINTAIN A MINIMUM OF 5' SEPARATING DISTANCE FROM �t , ,,._ ... - F `' \ \_ k aLs 7 © R=10oo.00 "' LAWRENCE N. s sr ' MARGARET C.& DEBO ANY PART OF SEPTIC SYSTEM AND UNDERGROUND UTILITY TRENCH. FP �y \ \ �� \ 245 L=100.00 WILLIAM F. SPIEKER 85,± ANY UNDERGROUND UTILITY TRENCH 5'-25' FROM SEPTIC SYSTEM 1. nS ���� \e9 `_ \ a` Ln T=50.04 00 PHILLIPS !yf �O b`` \ \ �-.� "� umT «� 185.23' Z 395'± SHALL NOT BE BACK FILLED WITH FREE DRAINING MATERIAL. ;.�� ya1 yip \ ` 8 2 685'± ��� \ SOl°O5'59"E INSTALL SEPTIC TANK RISERS TO WITHIN 12"OF FINAL GRADE. \ \ \ ` ��_� wME£L r BARBER HILL ROAD ,�,.,. ,�.� tom. \ --�_ A�Ks � THE LIQUID CAPACITY OF A SEPTIC TANK SHALL BE INCREASED EXISTING ~`?98�` \ \ 50' R.Y ~� BOUNDARY WHENEVER A RESIDENTIAL BUILDING CONTAINS A GARBAGE BUILDING \ &' \ _ " ---� GRINDER OR LARGE CAPACITY BATHTUB IN ACCORDANCE WITH s �1Q00 GALLON -�--- "- SEPTIC SCALE: 1" - 200` THE FOLLOWING: TANK \ `✓ GARBAGE GRINDER A, 300 \ \ \ - �� Zg0 ADD 250 GALLONS TO REQUIRED CAPACITY OF SEPTIC TANK i*•' FOSS TP �' \ ! O/ \ \ \ PERMANENT VEGETATIVE COVER TEMPORARY VEGETATIVE COVER ,�. �-302---- _ 'i. \ '� A GENERAL: GENERAL: LARGE TUB: --�� \ r1 ri - --- _ !. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THAT 100 TO 200 GALLON Ill$:ADD 25O GALLONS TO REQUIRED :` \- CAPACITY OF THE SEPTIC TANK MTR. """ - \, \ \ q PROJECT ARE COMPLETED IN ORDER TO STABILIZE THE SOIL,REDUCE DOWNSTREAM DAMAGE PRODUCE SEDIMENT,AREAS WHERE FINAL GRADING HAS BEEN COMPLETED AND AREAS WHERE OVER 200 GALLON TUB:ADD 500 GALLONS TO REQUIRED J,, `�� \ '\ 61,514 S.F. FROM SEDIMENT AND RUNOFF AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. THE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. CAPACITY OF THE SEPTIC TANK 1, �r -\ \ \ \ \ IT WILL 8E APPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL SITE PREPARATION: ' ' \ '}---!.12 2 AC. 292 GRADING HAS BEEN COMPLETED AND A PERMANENT COVER 15 NEEDED. 1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES, SITE PREPARATION: 2. REMOVE LOOSE ROCK,STONE,AND CONSTRUCTION DEBRIS FROM AREA. ALL MATERIALS AND CONSTRUCTION METHODS FOR '/ ` \ \ \ �` ~ 1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES. 3. APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF ONE(1) TON OF GROUND INSTALLATION OF SEPTIC SYSTEM TO CONFORM TO \ 2. REMOVE LOOSE ROCK,STONE AND CONSTRUCTION DEBRIS FROM AREA. DOLOMITIC LIMESTONE PER ACRE(5 LBS.PER 100 SQUARE FEET). CONNECTICUT PUBLIC HEALTH CODE REGULATION AND'" _-_ ' "� -� "` \� �� "� \ 3. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE. 4. APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS.OF TECHNICAL STANDARDS FOR SUBSURFACE DISPODESIGN AL ,` - ^� +ram �\ 4. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN. 10-10-10 PER ACRE(7 LBS.PER 1,000 SQUARE FEET.) SYSTEMS REVISED 3ANUARY,1,2004 AND DESIGN M UAL / \ _ \ SUBSURFACE DISPOSALDATED JiiJ. 1998. \ - 3pAXg \ _ , \ ``�a '`� `� �c'q4 5. APPLY FERTILIZER ACCORDING TO SOIL TEST OR: ti_ 5. UNLESS HYDROSEEDED,WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR(4')INCHES -_ _ \+ .. >, USING A DISK OR ANY SUITABLE EQUIPMENT: _ �3dq�- P Tps ,ri \ - SPRING SEEDING: - "l , -}'_ .\ \ WORK DEEPLY IN SOIL,BEFORE SEEDING;-300 LBS OF I0-10-16 FERTILIZER PER ACRE 6. TILLAGE SHOULD ACHIEVE A REA50NABLY UNIFORM,L005E SEEDBED.WORK ON CONTOUR y' - / \ N IF SITE IS SLOPING. t 1. r ' \ �fiq\ \ (7 LBS PER 1,000 SQUARE FEET);THEN SIX(6)TO EIGHT(8)WEEKS LATER APPLY ON IRON 306 THE SURFACE AN ADDITIONAL 300 LBS OF 10-10-10 FERTILIZER PER ACRE. ESTABLISHMENT. `Y.: +. \ - FALL SEEDING: I. USE ANNUAL RYEGRA5S AT A RATE OF 40 LBS/AC.OR SUITABLE EQUIVALENT AS PIN TO In sn �,�. .304.` 1250 GAL .� *` ' s BE SET `2 . S TIC TANK ' \, *;. SPECIFIED IN THE 2002 CT£&5 GUI 5 59'.,+ ►� 303.Q ��� 302.5 � ,E \ T,.\ `Oe `., : WORK DEEPLY IN SOIL,BEFORE SEEDING,600 LBS OF 10-10-10 FERTILIZER PER ACRE DELINE . (TYP.) �r4,,SCFT"'40 (C; t t ;" \ ( LBS PER 00 SQUARE FEET). �. >. 2 {-� . ' 14 10 PRIL IST TO JUNE 15 OR AUGUST IST TO OCTOBER IST. j{�r� C D/2-38 \ D.BO _ SEEDING TO BE DONE FROM A } �\ @2:08 0 ,, @1:0y py # 4cF \ \ WINTER STABILIZATION PLANTINGS TO BE NO LATER THAN OCTOBER 1ST. THIS INCLUDES -1 '� \ ESTABLISHMENT: STOCKPILE AREAS. ' - ¢ / -- _ 0 4 ? \ 1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TO =N,, p / `" °'' D.BOXs '` 3. APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING, \ \ SEEDING(EXCEPT WHEN HYDROSEEDING). . / PROPOSED #2 \fig DRILLING,OR HYDRAULIC APPLICATION. FOUNDATION \ \\ r � 4 2. SELECT ADAPTED SEED MIXTURE AS FOLLOWS. NOTE RATES AND THE SEEDING DATES. o ` \ �'�-� 4. UNLESS HYDROSEEDED,COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF SOIL \ \ WITH SUITABLE EQUIPMENT. COVER SUDANGRA5S AND SMALL GRAINS WITH 1/2 INCH SOIL ��J `� ,,� PE�Ek 303.3 `\ D.Ba "-'' �6 '� g s ti r V �.. SUNNY TO PARTIALLY SUNNY SITES a .a 3 ,,. `� .; ,9e5,a 5. MULCH IMMEDIATELY AFTER SEEDING,IF REQUIRED,ACCORDING TO THE 2002 CT N 00°13'28"W 6` rn 11.83' 11-33 #1 .as p ., uT BS LBSS.F. a� . L L /ACRE /1000 5. , E&S GUIDELINES. 90 00' �'" o o ' PRO . T.WALL55 _`29g / KENTUCKY$LU£GRA55 20 0.45 m 8 45 w PERENNIAL RY RA55 0 . � �/ ,,;, \ � \ `fie .. �� ;� . N z ECREEPING 25 0.1q to im PROP. DRIVE � -_ N TOTAL MANHOLED TO GRADE _. `---- � 45 100 _. /lid M ,309a5 - /� , .' � SHADY SITES MANHOLES 4, 65.00 CREEPING RED FESCUE 50 1.00 N 00°13'2W W / �� PERENNIAL RYEGRA55 05 0.10 GRADE TO DRAIN �� INLET- GRADE - PROPOSED ACCESS 50' F.Y. \ 02� TOTAL 55 l.Io --OUTLET T EASEMENT �, & / J -� � �5 \ � 5 ,.. \ �� p DROUGHTY SITES OUTLET FILTER DEVICE ' 25' � Q 34 0 �a ti4- b 30g-A6 BENCHMARK-NAIL IN '� `TU \ CREEPING RED FESCUE 40 1.00 INLET BAFFLE 43 d j5 N m QO ROOT OF I5/18 MAPLE [�� TALL FESCUE 20 0.50 d nt .- CONNECTION AT MID DEPTH a PROP, �O J � £L£V.-3f3.2q �s�3 '�?J � \ �Qs _ I�'r' "_ - TOTAL 60 1.50 a ASSUMED DATUM `1 m ✓' � STOCKPILE Za EXIST Qcv'o�� 1/3 REQUIREDIN EXIST.BARN \AREA Cn 310 \ V \ 2/3 REQUIRED CAPACITY IN CAPACITY IN J�J WELL t� ��}� ASS \ 3. FINAL SEEDING SHALL TAKE PLACE PRIOR TO OCTOBER','IST AS SEEDING AFTER THIS DATE FIRST COMPARTMENT SECOND CONSTRUCTION ` ~-- �(�p COMPARTMENT 1 � � \ RUNS A DISTINCT CHANCE OF FAILURE DUE TO ADVERSE WEATHER. ANY AREAS THAT ARE ENTRANCE / Fs::;�A F \ 12,� �W�"�,,��• \3 �Y DISTURBED BETWEEN OCTOBER IST AND APRIL IST SHALL BE STABILIZED BY w - _ n8 --- NON-VEGETATIVE MEANS SUCH AS HEAVY MULCHING WITH A BINDER OR JUTE MATTING iv o / '-'--� :'�`K ' �'/t `"-' "- --- �.`� --- WHICH WILL HAVE TO B£REMOVED BEFORE FINAL SEEDING AND THEN REPLACED AFTER LENGTH NOTGREATER THAN 4lTMES WIDTH OR DEPTH in cc'o .,'^^'_.._........,.: M/-,3::MAN-Y.; _ ^^°{�� "''. ,- „��-�}•..`�� =rJ°43'46" �{.. FINAL SEEDING. oo EXIST. i6"OAK mot . ` 1 ; 4, APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED,BY BROADCASTING,DRILLING, w SQUARES ✓" -� --- L=100.00 �- '�'` ~-- ___ _ OR HYDRAULIC APPLICATION. 1250 GALLON Z IRON 0 310 J _�-- 185.23' / -,� �� GUYS "`� ---_ T=50 4 ' / TWO COMPARTMENT SEPTIC TANK 5. COVER GRASS AND LEGUME SEEDS WITH NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLE r. PIN 59.23' S0I°05'S9"£ 109:97' 25.00' 5 80' _ / STON Wa M rN EQUIPMENT(EXCEPT WHEN HYDROSEEDING). NOT TO SCALE (TOTAL) SBC T `r� -, 6. MULCH IMMEDIATELY AFTER SEEDING,IF REQUIRED,ACCORDING TO THE 2002 CT E&S j f; �-�r \ 11935 f GUIDELINES. _.AP 7. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS,USE FOUR(4)TIMES NORMAL RATE n BIT APRON ---- -- ----- WHEN HYDROSEEDING• PLOT PLAN CD a 3N2 '�w� '�E sQ #245 BARBER I E HILL ROAD cu i ► / BARBER HILL ROAD CONSTRUCTION SEQUENCE N ��Dxa LEGEND PREPARED FOR. Z REFERENCE rs MADE TO A MAP TITLED: / �- _ - � �/ , �_ -- ,------�- -""='-'- -_�_ ----___� 1.INSTALL SILT FENCE EXISTING CONTOUR --- 306 DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS,INC. - - 3bF„ � 2.INSTALL CONSTRUCTION ENTRANCE JOHN ---' ---- PROPOSED CONTOUR 306 D. OZ N JR. % MASKEL ROAD AND BARBER HILL ROAD SOUTH WINDSOR,CONNECTICUT"REVISED ---- f" °' w 7-28-08 PREPARED BY ALFORD ASSOCIATES,INC.WINDSOR,CONN. �S �'�C� ( --r------ 3.CONSTRUCT HOME&SEPTIC SYSTEM ._.,Q�� T` -� EXISTING ELEVATION 306xo SOUTH WINDSOR, CONN. m -�Cr 4 C� SBC (� 4SBC RSCS GETATE DISTURBED UIDELIt�fES SEE NOTE)AS PER °i 1193 �`lT - 3 �qtc �.k� ( PROPOSED ELEVATION 3N TYPE OF SURVEY:ZONING LOCATION ''f' h 1194/UG �" (� ` ' Y c BOUNDARY DETERMINATION CATEGORY:0�2TGINAL SURVEY v �' s� �- w�16 SILT FENCE 7- REV.5-12-11 STAFF COMMENTS C�� " `�'"' fn . X\� J 5.REMO1( SrL FENCF � - ^"' v�s� .."�` ul CLASS OF ACCURACY:A-2,T-2 rc - bi -� 1�c1._�/"C�czce� S� U REV.5-4-11 HOUSE DIMENSIONS DRIVE&ACCESS EASEMENT N .: .• J, M TO MY KNOWLEDGE AND BELIEF,THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.THIS SURVEY WAS r ��pc PREPARED PURSUANT TO THE REGULATIONS OF, CONNECTICUT STATE AGENCIES SECTION 20-300b-1 THROUGH ZONING CHART 5'� W ? AESCHLIMAN LAND SURVEYING, PC 20-300b-20 AND THE"STANDARDS FOR SURVEYS_AND MAPS IN THE STATE OF CONNECTICUT'AS ADOPTED BY THE Certified Substantially Correct: ZONE'RR 3-itGRAPHIC SCALE 4 sc�.�� . ' CONN CTICUT ASSOCIATION•OF LAND SURVEYORS,INC.,ON SEPTEMBER 26,1996. AREA FRONTAGE DEPTH F.Y. S.Y. R.Y. HEIGHT STORIES `' 20 0 10 20 40 1379 MAIN STREET �` -- -- =% OWNER Cu = EAST HARTFORD CONN. O6108 . REQ. PROV. !E5.Q PROV. REQ. PROV. REQ. PROV. R£Q. PROV. REQ. PROV. REQ. PROV. REQ- PROV. JOHN D.3R.&JENNIFER M.DZEN ati 985 FASTER sT EXT. (860)--528-4881 ' 40,000 S.F. 61,514 S.F. 7 ' 285' 200' 239' S0' 66' 20' 52' S0' f1q' 30' 24't 2.5 2IN T SOUTH WINDSOR,CTOb074 l h SANDS E.AESCHLIMAN L.S. #14201 John Mortucci F.E. # 19494 JC `l.� 1 U► 1� 1 inch = 20 ft PH.860-573-2112 DATE: 9-8-10 SCALE: !"= 20' MAP NO. 209026-1 1N, f F � c S Sk-c„r- Pt �" 4vo TB �1,� '(1�t�ci►,� a.^cep