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HomeMy WebLinkAboutSewer Plot PlanAC ACRES MT BASEMENT CONC CONCRETE 12" CONCR pB DISTRIBUTION BOX LEACHING GALT -ERY SECTION FF FINISHED FLOOR NOT TO SCALE LF LINEAR FEET MA MORE OR LESS PVC POLYVINYL CHLORIDE ARE FEET FINISHED RADE D 6" MINIMUM , Q° o °r% • ° 1'- 4' -Ow 1 -p 0 1'-6" MINIMUM SET DISTRIB�ITION BOX 1 MOTTLING LEVEL ON BROKEN STONE r DISTRIBU110N84X GEOTEXTILE OVER JOINTS - NEW 4' X 8' X 1' LEACHING GALLERIES HS -20 FLOW DIFFUSER BY SUPERIOR OR APPROVED EQUAL. UNTREATED Po BUILDING PAPER OR EQUAL 1" BROKEN STONE INVERT SCHEDULE 4" SOLID PVC OUTLET PIPE TO HOUSE CONNECTION 99.63 ADJACENT LEACHING GALLERIES SEPTIC TANK IN 98.89 2" HIGH LEVEL OVERFLOW SEPTIC TANK OUT 98.64 AS REQUIRED 4" PVC INLET PIPE DISTRIBUTION BOX 1: IN 96.54 OUT 96.54 20-17 `-1�96.00 BOTTOM OF TRENCH 4 -0 MINIMUM TO LEDGE NOT TO SCALE BULK TABLE (ZONE R-120) ITEM REQUIRED PROVIDED LOT AREA 120,000 SF 268,019 SF LOT FRONTAGE 50 FT 86.2 FT FRONT SETBACK 60 FT 60 FT SIDE SETBACK 25 FT 25 FT REAR SETBACK 60 FT 60 FT MAX BLDG HEIGHT35 s 35' SEWAGE DISPOSAL ON SITE SEPTIC WATER SUPPLY ON SITE WELL SURVEY NOTES: 1. THIS PLAN IS A COMPILATION PLAN AND HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-30OB-1 THROUGH 20- N 300B-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS EXPRESSLY NOTED THAT THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH OR OTHER SOURCES OF INFORMATION. IT IS FURTHER NOTED THAT THIS PLAN IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS A RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. THE HORIZONTAL ACCURACY CONFORMS TO CLASS D. TOPOGRAPHIC SURVEY CONFORMS TO A CLASS T-2 AND IS REFERENCED TO NGVD 1929. NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW OR THEREON. 2. INLAND WETLANDS WERE DELINEATED IN THE FIELD BY DONALD J. FORTUNATO, SOIL SCIENTIST, #2278 AND LOCATED IN THE FIELD BY DICESARE-BENTLEY ENGINEERS, INC. IN W E SEPTEMBER 2001. MAP REFERENCES: A. LOT DIVISION PLAN PROPERTY OF DONALD J. do JOANN KONDASH, GUTTERMAN ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=50', DATE: OCTOBER 11, 2001, DICESARE-BENTLEY ENGINEERS. INC.. 100 FORT HILL ROAD GROTON, CONNECTICUT, (860) 448-0400, DWG. SF SQU ` �'� �` 039/015-000 . cryo TYP SUBSURFACE TYPICAL `� � \� `, `, �.� N0: 01 -074.02, 02. SHEET 1 OF 1. CK UNE --__ ,-' - \�\ \ REMAINING LAND OF �/ ;} , G1. THE SUBJECT PROPERTY IS PRESENTLY LOCATED WITHIN THE TOWN of ------ BUILDING SETBA / - _ _ , \\ DONALD J. do JOANN KONDASH <v CE ,-'" , \ `, �, `. `, /�� MONTVILLE R-120 ZONE DISTRICT. � �__- SEDIMENT FEN -` �`. �,. \ �\ �`. ,`. ��.jQ.56 AC MA w�- � ____- _ 2. "NATIONAL FLOOD INSURANCE NECTICUTNEW t AM FLOOD COUNTY PANEL 6 NSURANCE RATE MAP 16, STORM DRAIN , -' _ - \ \ \ Iiiino- - - - - 4 TOWN OF MONTVILLE, CON . : \ N Y MANAGEMENT AGENCY" INDICATES THE / _ COMMUNITY -PANEL NUMBER 090099 0006 B. MAP REVISED°. JULY 2, 1980. \ \ ��--� PROPER LINE , ----163------ EXISTING CONTOUR - S FEDERAL EMERGE C BENCH 111ABii _ -- \ \ SUBJECT PROPERTY IS LOCATED ENTIRELY WITHIN FLOOD HAZARD ZONE C. \ `- SPIKE IN UTILITY POLE � -_____ _ �� ��\ `., `, �\ \ ` 1 �\ 3. THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX NEW CONTOUR CL&P #: M130 `\\ _ _ ` TION = 100.00 / � `. �� `�, �\ `. `---`. / G ,`, �\ 1�//_`�� .� . �ASSESSOR MAP 039 AS LOT 015-001 AND HAS AN ASSIGNED STREET NN 164.6_0_ NEW SPOT GRADE ELEVA O s \ ,� �Q ADDRESS OF 53 GUTTERMAN ROAD, MONTVILLE CONNECTICUT. �� �\ -- �v \\\ ' \ 4. THIS PLAN IS FOR A PERMIT PURPOSES ONLY. IT IS NOT A 11 N `. \ \ `. `\ ' \ ` N.�0 '\ \\ � \ `. /-� \ \ \ \ _ - - - CONTRACT NOCRE� � CONSTRUCTION DRAWING. \ ? \ \ \ 5. DEEP TES \ %!` •BUIL_DING SETBACK UNE ( ) \\ _ , / N \ \k. \\� - \ r \ \� \ _ _ _ - _ PERFORMED OCTOBER 19, 2001 BY DICESARE-BENTLEY ENGINEERS INC. NN NN N v - wqY ' 0 - \l ------ \`--`----`-__ -_ 112 - ` `\ ` \ ,(\ \ ' - _ DEEP TEST TOPSOIL Y `. � (� --.\ \\ '�, `.\ I. 99-, \\\ `\ \\ \�\` `� \ ;��\ ``.` �/\ ` _ � � `�,. \ - _ _ _ _ _ - _ _-'----� 11j _ _ - _ _ �,' 5"-33" ORANGE BROWN VERY FINE SANDY LOAM, BOULDERS AND ROOTS Dr. �\ 98 \ \ �� _-- ---_ 33"-74" TAN MEDIUM SAND, SOME GRAVEL, SOME SILT _ �` ` \ 9) ♦ ` \ ` \ ` r\� - 110 \ �`�c + \. `moi -' N F- _ _ - - _ -� N WATER ROOTS MOTTLINGNO 3 ``\ \ 96 \ \\\/♦+ ++ \\ \ \` \\ - - ___ B W OUR'-- - --__ --__ 109 - � REFUSA AT 74" » / s \ �j , \ \ HOUSE _ 108AORROXIMk \ �, ', `� LOC TION OF -_j \\ _'-- - 1 ODEEP»TEST 2 TOPSOIL _ _ `` \ \` B bpERS ��� �"'T = j0 - 1 2"-29" ORANGE BROWN VERY FINE SANDY LOAM, BOULDERS AND ROOTS - _ DT -3 �� - _ _ - 5 \\ \` 29 06 -72 TAN MEDIUM SAND, SOME GRAVEL, SOME SILT, ROCKS ----------- 9� \\ \\\ `'\ \ !\, \��\ �, // EyV` - - _ '�\ NO WATER » NO MOTTLING" Q \---------------- / SCH40 PVC - - - 04 _ \\ �® Q i S=0. ---__ REFUSAL AT 72 ROOTS AT 29 ` �" \ \ \ ` \ / 3 NEW, ALL \ DEEP TEST 3 - / _. 1 \ \ 0"-4" TOPSOIL ' ' DT -1 \ \ \ + ♦ ♦ ` , ` ------ \��� ,'-------------- -- __ \ 4"-44" ORANGE BROWN VERY FINE SANDY LOAM. BOULDERS AND ROOTS ' j ;' �� \ �!' \ \ ` ♦ ♦ �\ ` / /��✓ NEW G4R4GE ♦ - N \ UGHT TAN VERY FINE SAND. SOME SILT, COBBLES, ROCKS. AND BOULDERS //,' ,\ ♦` \\� ; �� ♦ -� ``,,\ \\ ,,,'l EW �� NO WATERNO / \ 1 \ \� �� NEW / c - - \ REFUSAL AT 84 ROOTS ATI 44 \ 1 \ \ ♦ , \ ' ` j� NOTES 10, dc`4�\'�, 250 GALLON o -------- /loe \ \ . , , \ / \ +� f- ♦ , \ \ TIC SANK f' / \ \\ DEEP TEST 4 \ \ �EP �� 26 / \`` \`1 // , Y\ `, 1 \ \�_ _ ` _-_/ / // / /, --- - --_ --- - �\ \ \�` \\�� \ " " TOPSOIL / - ' / \ `� 1 _ ` %s 00 \ 50-34" ORANGE BROWN VERY FINE SANDY LOAM BOULDERS AND ROOTS vy,` , ` \\ ` / , �\ \ `\ \\ ``\ \\ �� � ► , OT -4 \ '�� •- �� � / -- - - 1, �� \ � � � 34w -10C TAN FINE SAND. SOME SILT. GRAVEL, ROCKS, AND BOULDERS 2 '� ; ; / " ��` ` `\ ,.\\ ----- --- / \ - NO WATER NO MOTTLING --------- PT -2 -- � , ; , / J' 1 y ,,, PT -2 .,�.- \` _ _ �`\ `. \ ROOTS AT 34" \ \ / \ IN N ®� 11 11 / i' ' moi' moi' // \/ /r // % UN .or----- - ` �� / / .000'i / , / , ♦� \ POSSIBLE LEDGE AT 104" a 1 C TEST I • 1 _PVC -- --- oo ` / - ---- - N H / PER / \ / - : 99 EW 56 LF 12"X 48" GALLERIES) -:�, S=O�- _-' ,-' ,- -------------- ---- --- `. -_, � PERC RATE 5 3 MINI / '/ '/ /' /' ` '' \ 1 I 1 I' /'/ �/ !- __�__-. -/, ���. - --r'-------- - _ `--_ ��' i' / / �-` ---® \\ / - -_ -_ -- - 8 \ PERC HOLE DEPTH 31" ,- / /ice `jr` -g_ _ /� .---. _� _ -�-\ - 0-- \ PERC TEST \ , I OR RyRATE \ -x ----- / \ EW D -� / \\ - \\ PERC PERC HOLE DEPTH MINANCH ------------- \` 1 I I ,SEDI T FENCE,' ' DT -2 ,,, . , , $_�` \ 96 ` ��;/' I �� ,-------- *ILAND \�j \ i i i � TYP(SEE DET,AiL� - ,--------, - '• 1► 9 ` _' / // ---- ---- - ------ ----- \� `` 6. PRIMARY SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN CRITERIA: 9 • \\\ 29 WE \` I i i i I //,/ •\\ �1 , ,� g�(5�-r ��`` / / S\\ - A. EFFECTIVE LEACHING AREA REQUIRED: ' --------------------- RE ; ,%/ ,'// .9 `\ `- \y RE �i _ ---- ----------- 9.q \\ \039 01 �QO1 NEW FOUR COlA0TI00N RATESIDENCI- 10 MIN / 1" DROP (PERCOLATION TEST) \ DESIGN PER \ � I I ` 660 SF EFFECTIVE LEACHING AREA REQUIRED 1 ' �" \ LEACHING GALLERIES ------- ` • •�-\ \\'`. '`. '`. `♦ j . ` `, / - ' __---------_- 93 \ \ 1 LOT AR.EA� B. DESIGN: NEW 1250 GAtION SEPTIC 'TANK AND \ - -- - ------ _ 1 268 X 48 LEAC \ I ` N / 'x}19 ., 1 ROW OF 12 `. I ' ♦. \ \\ \� ` - ` 9 ' 1 615 AC _•� /L\ - _ _ - - - C. EFFECTIVE LEACHING AREA PROVIDED - 1 \ N� i , , \ ``_-_--------- / / , ____-- 2 1 �� 1 112 LF NEW LEACHING GALLERIES + 4 LF OF END STONE 116 LF \ I -- `.�\ _�`'-- -------------- ----- / ____----- ► 1 1 LEA AREA PER LINEAL FOOT 5.9 SF `a\ / r ' , ' 21 \ - __ -- _ __ --- ___1_-_ --- __- _- ________ -------- _--------- 1 + + ` 1 ------------ TOTAL EFFECTIVE LEACHING AREA = 684 SF `a, !31 ff // ` �`\ \--�\ \\\ \\��,_`_ _ ___ --------------------------------''- --'' _ / -��--- _--.._-_.--------. - �. , , ----------- " ------ _ =s-- --- - _ -__ �'----_ D. A 100% RESERVE PROVIDED` ------------------------------- _------------------------ ------ --_ _- `----- __ _ _ __ A N 1 \ � -__ _ __ �� ___ � - / -__,- -_ - ____ AREA HAS ALSO \ • ' ` AR 0 BEE -- ----- -------------" ---------------------_- _---_---'.---------_'_"_-----------------------------------------------------------__ - - - ______ _------------ PROCEDURES FOR THE INSTALLATION OF THE NEW _ -----------------`------------------ -------gc------ _--- ------------------------------------- ----_ `------ - '�- __-_---______- PREPARATION __B_-�- �@ACKZ�I�IErtTt'P ------ --------------- _------------------------------------------------- lee _ _ - 7. SITE _ _ _ _ _ _ _ _ __ _ _ _ _ S�PRIOR TO THE START OF CONSTRUCTION, THE HOUSE AND SYSTEM ARE --------- _ ` A. `�`_, '- -- -` -__-_ -�-��� ----------------------------- `---- --_ _--- ---- TO BE 1 � STAKED BY A LICENSED SURVEYOR. CONSTRUCTION. + \ , ________-_ _ - _ _ �_,---------- --- - __--___- __-_ �`+ ___----_-----_----____-- ---- _ - - AL TEST HOLES WILL BE REQUIRED PRIOR TO THE START OF \\ \\ , , / s_ ------ -------------------- -_--- -----`--------------------------_ --- -------- dor __ -- -- -----_ _ _ _-------- _ / 1Q ,'_ `- -- --- ----------------------------------------------------------- ____________________ - ___ _ - ADDITION _____ --- - - - _ _ - _ _ _ IM NTAT1 CONTROLS AS ' - - - _ _ REQUIREMENTS. ------------------------ ---___-_- _ __-- ------------- _` -_` _- _- _- -__ C. INSTALL AND MAINTAIN EROSION AND SEDIM ON / _- ___------- ----- _______- - ----------------------------------- - - _ _ SHOWN ON THE 1 I I -------- / / _ ------------------------------------- ----- ---_ - --_ - --__------- _ '� ' '� ----------------------------------------`--------------------------__ - _-'--- --__ ``` -------------------- "" '3� ' I ; ' ____ / ,-----_ _ _- _____----------------- --__-__---- - D. ROUNDING THE Y STRIP D VEGETATION. OR I I ♦ �'' _ _ --------------------------- ORGANIC MATTER AND TOPSOIL IN THEA A `---- 1$------------------- ------------ ---- _ _- --__ _---_ /------------------ --- -c------------------------- _---------_ _ _-_ ------------- - ----- __ MAY I FERE NTH THE PROPER FUN _ --- I ICH _ ----------------- _ _ _-- MATERIAL VYFi _- ____-- OF AN TEN FEET SU E NEW ---------------- UNSUITABLE MA NTER FUNCTION I/-----------------------_------------------------------ ---___--__--_ ---------------------------``--- ---___ ---___ __ OF THE I_ ,' ,' ___-__- - 16 ---------------------- -_-_ __ -_-____ _ _-- _ -. _ `._-- - ---------------------------------- --- - - _---------------- _ _ --_ __--_- __ --_-__ - SSDS , _-�'� ,', �' ./, ,-', /� , __ _- __ --- _ _ _ ___-_ ___ E. INSTALL SYSTEM PER PLAN. dop" _ - _ - - - `' - - - _ _ F. NATIVE SOIL SHALL BE USED AS BACKFILL. PLACED AND COMPACTED S FILL HAVE A IMUM JG .0e/ + - _ _ - _ - RATION E INCH F10 METS. TES I NCH AFTER TPLACEMENT NAND COMPACTION. di O "" 1 �/--------------------------------- _ -------------------------------- di _ _ --- _ RATE ' / k -- _ BE SET LEVEL - PG / ,.'�� �� _--ES OF ------------------- -___----____ ___-- G• PROCESSED AGGREGATE OR OK �STONEMINIMUM BASE ON COMPACTED SUBGRADE. g �3p. �� / ,----------------- _ ----__---------- SEPTIC TA // , - _ _ _ ---�_ - _ _ _ - - _ r - _ _ COMPACTION SHALL BE TO 95X MODIFIED PROCTER DENSITY. 0000�------------------------ �/ -------------------- __ __ TO _ WITH /', � --------��-_ � _ BACKFILL AROUND TANK SHALL BE PLACED AND COMPACTED - LIFTS TO 95X MODIFIED PROCTOR DENSITY. FILL TANK WATER .00�DISCHARGE LEVEL AFTER ACCEPTANCE. 8. NO EXCAVATION SHALL TAKE PLACE WITHOUT NOTIFYING CALL -BEFORE- YOU -DIG AT 1-800-922-4455. 9. WATER SUPPLY WILL BE FROM ON SITE WELL. sr N/F' 10. NO FOUNDATION DRAINS OR DRY WELLS SHALL BE INSTALLED WITHIN ' - 25 FEET UP GRADIENT OF THE SEPTIC SYSTEM OR WITHIN 50 FEET DOWN Jo ow dt )ANIS D. LYNICK -- --___ (TFR 1�y 2O O 20 40 i ; i - - _ _ GRADIENT OF THE SYSTEM. F VOLUME 119. PAGE 1023 w. DRAIN DISCHARGE geR�C '� ' ` 11. F�AGEnDISPOSAL SYSTEM (SSDSTMSHALL EECONSTR CONSTRUCTED WITH TWO STEP SOLVENT GRAPHIC SCALE IN FEET T OF AW WELD PIPE AS NOTED IN THE CONNECTICUT PUBLIC HEALTH CODE TEMpOgARy CONSTRUCTION ENTRANCE REGULATIONS AND TECHNICAL STANDARDS FOR SSDS (PAGE 22, TABLE ALE 10'-6" NOT TO SC j 2-C) PURSUANT TO SECTION 19-13-B 103. STORM WATER DRAIN PIP WITHIN 50 FEET. BUT NOT WITHIN 25 FEET, OF THE SSOS SHALL BE 2x2x48" WOOD POLE INDUSTRIAL NETTING. SNOW FENCE OR WOVEN WARE FENCE FOR SUPPORT 1` FILTER FABRIC M I C-4 0 NOTE: PREMANUFACTURED FENCE MAY BE USED. SEDIMENT FENCE NOT TO SCALE COPYRIGHT © THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND HAVE BEEN CTRAT THIS SITE.ICALLY FOR AND ARE NOT OWNER TO BE DICESARE - BENTLEY FOR THIS PRO ENGINEERS,INC. USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. 5' olk PI AN MEW B 21" DIA. COVER 21" DIA. COVER 21" DIA. COVER 8 -(MIN) 6"(MIN) INLET OUTLET INLET iu z BAFFLE OUTLET BAFFLE so '' GAS DEFLECTOR BAFFLE a • . /: n ♦ o w e4T/ :32/3 CAPACITY A -5" DIA. KNOCKOUTS 4LET NOTTO SCALE SET SEPTIC TANK LEVEL ON BROKEN STONE 3" 105 CONSTRUCTED OF TIGHT PIPE AS DENOTED IN THE ABOVE REFERENCE CONNECTICUT PUBLIC HEALTH CODE. ALL BACKFILL AROUND PIPE IS TO BE COARSE SAND 12. NO UTILITIES SHALL RUN THROUGH ANY PORTION OF THE PRIMARY OR RESERVE LEACHING AREAS OF THE SSDS. 13. THE PLACEMENT OF FILL., PIPES AND APPURTENANCES SHALL BE 110111 INVERT = 96.54 INSPECTED AND APPROVED BY THE UNCAS HEALTH DISTRICT OR AUTHORIZED BOTTOM = 96.00 -� _ REPRESENTATIVE. THE UNCAS HEALTH DISTRICT SHALL BE NOTIFIED 24 HOUR 100 ENT OF ANY CONSTRUCTION ACTIVITY. 95 ---EXISTIAG7 VRADE--------- L EAgHIN - SCALE: HORIZONTAL: i" = 5' VERTICAL: 1" fa 5' TO THE_BEST OF My KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALL Y CORRECT AS NOTED HEREON. 11-20-01 PER UNCAS HEALTH DISTRICT COMMENTS " 1 Nol DATE DESCRIPTION ! A L C LON L NSE # 14662 DATE REVISION PRIOR TO THE %, PRIOR 14. WELL SHALL BE GREATER THAN 75 FEET FROM NEW AND EXISTING SEPTIC SYSTEMS. --- SANITARY PLOT PLAN PREPARED FOR _ JOSEPH KONDASH r" GUTTERMAN ROAD MONTVILLE, CONNECTICUT SCALE: 1" = 20' 1 DATE: OCTOBER 29, 2001 Dl*CESARE- BENT Y 4 ENGINEERS, INC. ioo FORT HIM BOAR p GROTON. CONNECTICUT (860) 448-0400 DWG. N0:01-074.03 SHEET 1 OF 1