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HomeMy WebLinkAbout0003 EEL RIVER ROAD - Health 3 El v e F^ No........................ ............... T TO APPROVAL 01'THE COMMONWEALTH OF MAGI PETTWNSOVAIMN BOARD OF issION ...................TOWN--- --------- ---------OF ... ...IPARN.STA.Bu................................................... gfiration for Bhipoiia l Work.5 Tomitrurtion Pamit hereby made for a Permit to Construct (X) or Repair an Individual Sewage Disposal 'System at: .!.e,1...E me r..1?nad,.-..0.s.terv.il_1,e---------------------- ................................................................................................... Location-Address or Lot No. Robert Caj�.gja 51 Marshall Rd. on ...... ........................... _Milton,_..MA............. ........................................................ ,V Owner Address 7... ....................................... .................................................................................................. Installer Address Type of Building Size Lot55_,-kQQ...........Sq. feet U -4-- .9 Dwelling—No. of Bedrooms............................................Expansion Attic (noine Garbage Grinder (no)ne P4 Other—Type of Building .......................... No. of persons..................m........ Showers Cafeteria P4 Other fixtures ---------------- --------------------------------------*-----------------------------------------------------------------------------------------------Design Flow....1.lJQ...............................gallons per,,,;� jCjffi,per day. Total daily flow__._.......' ' '_.. ...--..gallons. 1:4 Septic Tank—Liquid capacityl5-O.Q.gallons Lengfh.I-Q.'--6."vVidth.-5--'.--B-" Diameter__--__-___.... Depth..5_'.=4.". Disposal Trench—No..._ I............. Width...1...ft..... Total Length---55...ft... Total leaching area------22-0.....sq. f t. Seepage Pit No....__-_-.______- Diameter.._......__-__...._ Depth below inlet__---__-.:..._..._. Total leaching area............::.....sq. ft. Z Other Distribution box (X ) Dosing tank ( ) Percolation Test Results Performed by_,S_t_enbe_ck_..4...T-ay-1-ox..................... Date..Re9_t....ZZ,...19:Zk `4 Test Pit No. I-----2---------minutesperinch Depth of Test Pit..1a... ....... Depth to ground water_-a]-._3_3 1-.4 44 Test Pit No. 2.....2--------minutes pef inch Depth of Test Pit---1-0*.'.:.F...... Depth to ground water----E 1 -W OF P4 ........................................................... ............................................... 0 0—0.6, */do V Description of Soil See, atta.clhl d...p.lans,.=............. . 2 ... . ............. .9 T '.5 ta ER U 1-7 .............. ... ......4�4 . I ........................--------­------- 9- -------Z. ----- ............. r -------- - ------[Myt:OR U Vin s er T M. -Oepai--r*s or Alteifft-t-i nast; w en ♦a jkfoic*ajb ................ .................. --------- .......... ......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accor ante the provisions of'TTL, 7- 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has i sue by the and of S1 d (d ........ ................ ............ --------------------------- al. Application Approved By.. "e—'a, Azod-i............ . ....... Date Application Disapproved for the following reasons:................................................................................................................ ................................................................................................................................. ....................................................................... Date ermitNo--- ------------------_----------------------------- Issued-....................................................... 0" —old — /_ No................ ....... J. ................... THE COMMONWEALTH OF`,MASSACHUSETTS` BOAR® OF HEALTH' tf.. ,:,.: ,�' OF.._;. _ .TO1�-T....__..- -....-BA-1Ia:�TMTX---- t.. Applirttf t an for vpipoiial Works Tomtrurtiou Uproot Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: i k �.l.. i.�er.:..t©ad, -Cs ® e---- 4 .._.. ----...---•------••••-•..................•- Location Address + or Lot N% .Robert Can2ano ----•----------------------`- I-, owner i Address W f '• p ..................................................................... t .................................................................................................. ....... .................... it Installer Address R Type of Building . Size Lot5S_,,6p-a...........Sq. feet Dwelling—No. of Bedrooms. _. te____________________________ xpansion Attic ape Garbage Grinder fip)�e Other—Type of Building - No. of persons................__.......... Showers 4 Cafeteria a Other fixtures ---------------"........................................................ ..�.►...'w��,�_...__.._.._..... W Design ,Flow_._11Il________________________________gallons perk der day. Total daily flow-------_..._4 D...•..____..___-___.____gallons. 1:4 Septic Tank—Liquid capacitylS Q__gallons Length.10.!6—"Width_S!,r$1t\..Diameter-----..-------- Depth S!..4!!-- Disposal.Trench—No. -__'l.-------------- Width..]'.-ft------ Total Length.55...f t____ Total leaching area.....22.0......sq. ft. Seepage Pit No----- -------------- Diameter----------- ........ Depth below inlet......-............ Total leaching area.__..._._..__....sq. ft. z Other Distribution box tt ) Dosing tank ( ) • '-' Percolation'Test Results Performed by..StPt1JE -y-.10 '----------------------dDate-IIE?C....2�r a Test Pit No. 1_______________minutes per inch Depth of T t Depth to ground water.- ..___ ,_7-. (s, Test Pit No. 2.... _:______..minutes per inch Depth of Test Pit.10.!T_______ Depth to ground.-rater.--E�-r._____.']-- r A : .� O Description of Soil_'...SSee...Att�tChle " .pla s----------- ���,A;�� w U «. fi 111� - - -----_Cr NAYLOR rat o s— s w en hcable.-._-DT F---_�________ ______ _ 0.23741 N x:, 41 =' o--------------------- • . 0 j: Agreement:' 7�- The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in ac the •rovisions of Ti T Code— The undersigned further agrees not to lace the system in p 5 of the State Sanitary g g p y operation until a Certificate of Compliance has i sue b ` . Oth e and of health. -Vu ----•--- -te Signed,--•- - --•-------•--- _ .�^--•---------- •--• ........... � LG�/�Application Approved By..." Y -- �-� � . ...--. ----- - --------- Date Application Disapproved for the following reasons:.............................;................................................7 ---••----•---•••----•••-_..... _________________________________..______.._.-______...--_________.-__.___:____________.__.________.___..--_.______:__________-__..................................................... ................. Date Permit No..... --......................... .............. Issued.......................................-- ...-------•---- Date 1 r , THE COMMONWEALTH OF MASSACHUSETTS ;x BOARD'**OF HEALTH J `S,' .WX.............OF.....BAR1�S'�.ARLE................................................ Zrrfifirtttr of Toutphattrr 4 THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repairedby. ( ) v I' �„A,c... stal 1 at ,•� -----.......................... has been installed in accordance with the provisions of ` e State Sanitar de� ,deced in the ' a lication,for Disposal Works Conslr coon Permit } _ '-__.__ dated--- -`-�----_-_-_ PP I THE ISSUANCE OF THIS CERTIFICATE SHALL-TOT--BE CONSTRUED AS A G.8IARANTEE THAT THE f SYSTEM T L FUNCTION SATISFACTORY. rI � DATE .~-------- --------•-- Inspector... .................. _. . f, to THE COMMONWEALTH OF,,MASSACHUSETTS BOARD OF HEALTH . , .................Tp1nTN.............0 F..--.-HAARdS.TMIaE...-...........--....-......-..-.....-......-.. Ser No......................... FEE........................ �t��ro�ttl work �ott�#rion rrnti� Pe�ssi s hereby granted._.: N� r -------- - :., to Construct o )'fin .'dti age C/ • %► atNo. ----------- '----------•--•---------•--------------------------- • - -„„�,�, 5" et as shown on the application for Disposal Works.Constructio oe,� ` NAP' j�j • • --•-•.........:...... -•------------------ ------•------,--------------------------------- ............................... i Board of Health PP DATE.......�'- `I"'f>t d-••-••-••-•---•-------------------------•-- rofgm 1255 HOBBS & WARREN. INC., PUBLISHERS - ' TOWN OF BARNSTABLE LOCATION 9 LPL E VC-C SEWAGE # faQ T y VILLAGE t It# ASSESSOR'S MAP& LOT $'-J-r?��')�- INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ®0 LEACHING FACILITY: (type) (size) NO.OF BEDROOMS _ BUILDER OR OWNER CAD PERMTTDATE: (3 COMPLIANCE DATE: /r7/.,ck-0 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by &Iry CrA &��s 6n � � �1 ; � ���, � N �� .t ,� � � . �. e� ��� d TO OF BARNSTABLEI-V co LOC:=-,TION 45�eG. Fic �c irz / SEWAGE # , � VILLAGE ASSESSOR'S MAP & LOT- P`t� INSTALLER'S NAME"& PHONE NO. AI wToWv eo^n'T SEPTIC TANK CAPACITY l6DO LEACHING FACILITYAtype) /%9.V.C�— /�OG& (size) .STdIV6 R/ W.A il NO.'OF BEDROOMS PRIVATE WELL OR PUBLIC WATERK blp C BUILDER O OWNER rv�d4 v E DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: • VARIANCE GRANTED: Yes No -a ���\� � �j�$M ,� , ��Q ��� � �'� � .� A �1 ..y _ ram,' f ' WILLIAM H.BRYANT.PE.RLS • r �-'— --- FRITZGUNTHER GREULICH.PE,RLS I N EER G �_� 1 N r. FRITZ PETERSOHN,RLS wGfdW9 B }r -.�C ROBERT F.DAYLOR,PE.RLS / 1. ROGER M.CORBIN.RLS Consulting Engineers JAMES H.WISWELL,RLS S DANA'W.MCKECHNIE,PE,RLS Affiliated With BOST ON SURVEY CONSULTANTS, INC. JAMES P.LAPSLEY,RLS MICHAEL E RAFFERTY,PE 263 SUMMER STREET,: BOSTON, MASSACHUSETTS 02210. RALPH H.COLE.RLS TELEPHONE: (617) 426.8866 OFFICES IN: RENWICK B CHAPMAN.PE .. - ROSTON MASS. BSC MEMBER FIRMS Wii IFAX,MASS' BSC ENGINEERING BEDfORD MASS MALCOLM T.SHAW CO. HYANNIS MASS CRANSTCN RI JOSEPH W.MOORE CO. `„fANSFI EI.D MASSCAPE COD SURVEY CONSULTANTS November 7 19 8 0 PETER V CIPOLLA CO. F � EERRY N rl BSC OF MANSFIELD V/ORCFS'IEH MASS BSC OF NEW HAMPSHIRE NORWELI, MASS ROBI NSON&FOX LEX.ING ION h1ASS LORING H.JACOBS CO. MILLER&NYLANDER Ms. Arlene Wilson, Chairman Barnstable' Conservation Commission . Town Hall Barnstable, MA 02630 Reference: E-275, 1 Canzano Osterville Barnstable File No. 80-3 DEQE File No. SE3-214 r Dear Arlene: Enclosed please find a plan showing as-built conditions on the foundation and septic system for the above referenced project. If you have any questions concerning this plan and certifications , please call. Very truly yours, C/* J ohnE. Thomas JET:rdl cc; Barnstable Board of Health ENGINEERING • SURVEYING • PLANNING I `Ca6x MT. „ k W. 81 B.C. PERK I N S REVISIONS: N / F 44 COURT STREET No. DATE DEDHAM , MA. 02026 PERCOLATION RATE, MAY ,, ISO SOIL LOGS NOTE' SITE PLAN BASED UPON PLAN 1I 2 CONSTRUCTION NOTES, MAY 20, N 39° 30 00 E 75,92 ....,_ B.M. �':'P C.B. N DRAWN FOR ROBERT CANZANO �� � 6.98 SHOWING PROPOSED HOUSE 3 18 SEPTIC TANK MANHOLE. COVER INCREAS-F..) LOCATION AND SEWAGE DETAIL 24„ f LOT I Of LAND COURT PLAN NO. TO 0. E L. 8.4 EL 8 3 E L. 6.6 EL. 6.0 _ 8375- B OFF EEL RIVER AND WEST 4 OUTLET PIPE FROM D-'BOX IS LEVEL FOf BLACK WOOD LOAM Q.Q BROWN LOAMY SAND 0• 0.0 _ - BAY ROADS BARNSTABLE (OSTERVILLE) BLACK WOOD LOAM BLACK WOOD LOAM ' � , 04 ---- SANDY TOP SOIL 0, 0,5 - 0.5 II MASS SCALE I" = 20', MAR. 15 1977 _„�_DRYWELLS ARE RELOCATED TO BE GREATER z ��c`• s �'� ''"�Y �`�"" N 39030 00 E _ STENBECK 81 TAYLOR, INC. ENGINEERS THAN 25' FRQM THE SEPTIC TANK°" ►NI> L )AMY SAND YELLOW LOAMY SAND ��/`� ��"~��'"�� 96. 36 LEACHING TRENCH. YELLOW-BROWN - r- w� ' MARSHFIELD, MASS. LOAMY SAND i-�� �c o ✓ �,� �C vc..�rsn • _ 20 LOAMY SAND 20 "•- '--''�� .`--�-z� �-✓ - 6 VEGETATIVE WETLANDS, FLOOD LEVELS MEDIUM GRAVEL 2,1 0�--c .B5- �9 ,9a O WETLAND INDICATOR SPECIES VEGETATION , JUNE 18, 1980. / / t MOTTLING 2'5 a // LUEBERRY T' MOTTLED 2.8 MEDIUM TO COURSE STRONGLr3p OBSERVEDQ 3,O O � VACCINIUM CORYM BOSUM HIGHBUSH B 7 AS-BUILT INFORMATION CONCERING E aria. SAND W/SOME GRAVEL MOTTLED /o�Z9'�So WATER (STRATIFIED) MEDIUM !' N ro CONCRETE FOUNDATION AND SEPTIC SYSTEM „ VIBURNUM RECOGNITIUM ARROW SAND 3 5 - SAND MEDIUM TO COARSE C' .6'�;.� � MUCK I'- I ALNUS SERRULATA SM ALDER STRONGLY 4p TTLED STRATIFIED COARSE MO LAYER -' /1i RHOS VERNlX ON SUMAC SANDS-LENSES OF MEDIUM GRAY MEDIUM GRAVEL OBSERVED 57 5.0 WATER - SANQ FAIRLY C _ �O UNIFORM GRAIN d 'z FRAt:K ,fir a„,'. Warr T.NO ..e. 0 SIZE e _; in. 0 6.0 �. 0 FRESH BOG HOLE s ' POORLY GRADED \ ,, 08 OBSERVEDQ 6, OBSERVEDIF �� .�!.. WATER - WATER 64 -- MEDIUM SAND TEST PIT D �� s O 73 M CAT TAILS i f .....«:_,....,..,..... 4 TEST PIT C SPHAGNUM MOSS BOTTOMf th I THE BOUNDARY 81 DIMENSIONS TAL LOT AREA � L.. FOR SHAPE NUMBER Z 551600 SQ. FT ,� ROBERTT UPLAND SPECIES SHAPE NO. = (87T33) 21 67 21% WETLAND P i ,' F. P. K . DE PO LA )AyLO � 9.7 9.3.TEST PIT B QUERCUS COCCINIA SCARLET OAK 5� 79 /o UPLAND / ,� ��� C��S N / F WEST BAY ROAD �v 4 S JUNIPERUS VIRGINIANA RED CEDAR " CK 6" � - �� �j / `STe TESL PIT A OSTERVI LLE, MA. 026554' r P,OPULUS GRANDIDENTATA ASPEN STUNTED RED J� -. RHUS GLABRA SMOOTH SUMAC p MAPLE F F. F R R A SASSAFRAS ALBI DUM SASSAFRAS 9. �J51 �� BOSTON, MASS. WORCESTER, MASS, N/F 3 0 A L B I A N ROAD N PRUNUS S EROTI NA BLACK CHERRY 1� ?9, p� ~- �'��'P W HALIFAX, MASS. WMWEU, MASS. �J BEDFORD, MASS. L"IEINGTON, MASS, qo WELLESLEY HILLS MA . 02181 "' E, ,, e �' o - g HYANNIS, MASS. MANSFIELD, MASS. ,o QUERCUS RUBRA RED OAK ° 4.O T �� ,: _ _ _ O h00 04 3 QgoXE ,_ __ ` - � -- -- — "" — � �� ~j !v � w � c,p - CRANSTON, R.I. D>IrR�Y, N.H. � o DR ELL I 'J► � • � ors � 11 390 3010011 E — 240 _\�-a� b��_�.5 - 6 =� ,�� �M �� '� T EDGE OF JAG 'Q y - cam""✓ C M`N`MQM REA 0 3 EX-,__ f �\�'xL • .ass W DRIVEWAY CR�s C W \ / / O f NSION a \ ,2 rti o $� P R � ppSED ti S E C T I 0 N A III �RENCN _ FO I ;�jz• I Lo _ 55 �EAc a �• _ STo �r•, DISTICHLIS 6 � O 00 ' SPICATA J z � SPARTI NA -,-� � _ 1 -, • !3 � , . cQn w PATENS ; ` v►0 s W ` __ y 1 Ip �,\� �MP�a �o�= 6 0 , } PARKING N G /,e � To0° AREA r 1500 GA r - \ 0RK IM T 291.41 N 678 ± — S 39° 30'00 l W a �. 2 EDGE OF VEGETATIVE — Q a ar W N/F THOMAS M. MULLIN WETLAND AREA OF SHAPE NUMBER - .p Q w IE�?9 WE BSTE R ST 1 NOTE: NO HERBICIDES SH L 8E USED LOT PORTION IS 35, 521 SO. FT z 0 00 _Z tz Qco �� m NEEDHAM, MA. 02192 IN THE CLEARING a STRIPPING U QO Q w y OF VEGETATION. Z 2 W �. . NATURAL ZONE N0_- C0-NSTRI. 1- ION 125 ' ZONE OF SELECTIVE CLEARING 200 HOU5E ZONE ' � JOr Wic 2 i 0 - R I V W Y Z 0 N E Z IY J - - - -5 LLI U � J w � o �F�'ti 1500 GALLON SEPTIC TANK ---F,F. EL -12.5 2LiJ Q __I � � v+ BSC ENGINEERIN �. CORPS OF ENGINEERS 4"C,i Q 11J N CJ c-� RECORD FLOOD ELEV. S=C.02FT/FT. EL. II.O HUD 3 OUTLET D-BOX 263 SUMMER STREET 100 YR. FLOOD - - 10.7 SEPT 14-15, 1944 10,70 BOSTON , MASS. 02210 EL. IQD HURRICANE Z 617 426-8864 �o 12" COVER MATERIAL JOSAM BACKWAT R SEWER � DIVISION OF NOTE BLIZZARD 78 FLOOD ELEV. WASH -1/2' - X tcse LINE ALVE TYPE ttoa PERCOLATION RATE BOSTON SURVEY CONSULTANTS INC. FOR HYANNIS HARBOR WAS 6.0 WASHED STONE --�- _ -�� � — 9,SS SET INSIDE FOUNDATION WALL PLANNING 4 PERFORATED 5=0.005 FT/F7 -- - - ' P.v.c PIPE - _ _ 9 ���95) PERCOLATION RATE = LESS THAN 2 MIN/IN DETERMINED ON DEC. 22 1976 ENGINEERING • SURVEYING • 920)9.20 3/4 11/2" WASHED STONE 80 ( I -�965(9��) BY STENBECK AND TAYLOR, INC ENGINEERS, MARSHFIELD, MASS., AND THE TITLE: 7.8 AUG. 31 , 1954 i0 BARNSTABLE BOARD OF HEALTH . PERCOLATION RATE = LESS THAN 2 MIN/IN DETERMINED ON JULY 8, 1977 HURRICANEF�CARUC91 I 'jol BY BSC ENGINEERING THE PERCOLATION TEST WAS PERFORMED WITHIN � I I _ CANZANO PROPERTY THE LEACHING AREA AND THE BOTTOM OF THE PERC. HOLE WAS 4.0 � BELOW ��� _ I GRADE. I N 6.0 �- 5.8 SEPT. 21 , 1938 7.70 - - - - - - -- - - - - WEST HURRICANE OUTLET PIPE SHALL ST BAY,OSTERVILLE BE LEVEL FOR 2.0 FEET 44 t AS - BUILT APPROX. EXIST. .- - APPROX, EXIST. --- 4.0 GROUND PROFILE --_ a GROUND PROFILE DESIGN CRITERIA • , 4 BEDROOMS AT I 10 G/B/D = 4 40 GPD PLAN ' EL. 3.7 PERCOLATION RATE = 2.0 MINUTES PER INCH. TRENCH= 55' LONG x 1,5� SIDEWALL X I' WIDE I ' MAXIMUM GROUND WATER ELEVATION r�� J. AS PER FINAL DECISION DEQE FILE NO. SE3-214 `1 FRESH BOG BOTTOM AREA= 55' L x I.0' W x I.0 G/S.F = 55 GALLONS ,_ w.. 2.0 _ DEC. 7, t979 SIDEWALL AREA= 55' L x1.5'D x2 x2.5 G/S.F, =4!2 GALLONS 440 GPD REQUIRED • 4 1.5 APPROX. M H W 467 GPO PROVIDED SALT MARSH ' SECTION A-A SC ALE: I" HORIZ,, 1" =2�-0" VERTICAL D - L. .a APPROX. MSL PROPOSED FLOW LINE GRADES AS-BUILT � . H, APPROX MLW PIPE INVERT AT BLDG 10.5-8 ,107- YE7" Co.V.57ARuCT y PIPE INVERT AT SEPTIC TANK INLET 9.98 9.97 I HEREBY CERTIFY THAT THE SEPTIC PIPE INVERT AT SEPTIC TANK OUTLET 9.81 965 SYSTEM AS CONSTRUCTED ESSENTIALLY PIPE INVERT AT DIST BOX INLET 9,65 0.c•7 PRECAST SEPTIC TANK ST "`J. 1,500 GALLONS. CONFORMS WITH THE DESIGN INFORMATION PIPE INVERT AT DIST Box OUTLET 9.48 9.so " t L PROVIDED ON THE PLAN TITLED, CANZANO PIPE INVERT AT END OF TRENCH 9.20 9.20 i „PRO ERTY IN WEST BAY, OSTERVILLE., BOTTOM OF TRENCH 770 7.7f 1 - — lo'-s" --- - — � MAXIMUM ' GROUND WATER TABLE 3.30 SEF'fiIC SYSTEM PLAN DATED MARCH 27,•1980 AND APPROVED BY THE BARNSTABLE BOARD OF HEALTH IN A LETTER DATED B.M. TOP C.B. ELEV. 6.98 JUNE 20, 1980 1 IMPERVIOUS WALL ! �� i 3,5" DIA, PRECAST DISTRIBUTION BOX, DB -3 PE' Imo} it KNOCKOUTS Ji DAT - 'L INLET !� 8 —R 1 ___ rrLEGEN — -- I_ 9 5 L_ _ --- -------- 5" DI A, OUTLET I ' FINI$HE�D� ' I LIMIT OF TREE & SHRUB CLEARING ' GROUND E 1—3-V2""- 6 -- EXISTING CONTOUR ' EL.9,0 I PROPOSED CONTOUR FINISHED GROUND ( ' '- - - `---' - WORK LIMIT TEST PIT BY STENBECK & TAYLOR, INC, 24"DIA.COVER Q 10" ■ 14" COVER 1 -3�f �4 I O I ;923! dS-BC//LT &LE-V47%0Ai 50 6"a9" COVER J l I" TAPER IL _ _ _ _ _ j _ _ _ _ _ - -' PERCOLATION TEST BY STENBECK Q TAYLOR -, -- ---{4~ TEST PIT BY BSC ENGINEERING 4-0 — - - s" Dtc E �.��. APPROXIMATE LIMIT OF VEGETATIVE WETLAND L_ 2 3"7 I_I' s,s"DtA,OUTLETS , �y Ft-3/4" WALLS CONSTRUCTION NOTES �!-_ SCALE: I = 20 s-4" ( 2" !. ALL FILL SHALL BE PROPERLY PLACED AND COMPACTED TO MINIMIZE - �Id SETTLEMENT. THE FILL MATERIAL SHALL BE CLEAN COARSE SAND OR METERS 0 5 i 20 OTHER CLEAN GRANULAR MATERIAL AND SHALL HAVE A PERCOLATION RATE FEET 0 K) 20 40 7 OF LESS THAN 2 MIN/IN BEFORE AND AFTER PLACEMENT. UOutD - ' ' _2" 2 BEFORE THE FILL IS PUT IN PLACE, ALL UNSUITABLE MATERIAL (TOPSOIL DATE: JULY 18, i980 NOV 5, If3i 3"WALLS LEVEL I-- I-vtAND LOAMY SAND SUBSOIL) FORA DEPTH OF 2.0' ± SHALL 8E REMOVED o _-- • L_� COMP,/DESIGN: L.M,.�., J,E.T. FROM ALL AREAS BENEATH THE LEACHING TRENCH AND FROM AREAS ADJACENT TO THE LEACHING TRENCH EXTENDING FOR A DISTANCE OF 25 �3 �2■ FEET, TO THE PROPERTY LINES, OR TO THE IMPERVIOUS WALL WHICHEVER CHECK: R.FD. SPECIFICATIONS SPECIFICATIONS IS LEAST. • DRAWN: LAT, CONCRETE MINIMUM STRENTH- 4,000 PS,I, at 28 DAYS NOTES,•I CLASS °A" CEMENT CONCRETE TO BE USED. CONCRETE MINIMUM STRENGTH-4,000 P,S,I• of 28 DAYS STEEL REINFORCEMENT-6 XIS"X 10 GA. STEEL WIRE MESH 2. EXPANSION JOINTS TO BE PLACED 90' O.C. STEEL REINFORCEMENT - ASTM A-615-75,GRADE 60, M a 3 ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE COVERED WITH FIELD: R.FD , L.-M,B..,J.E.,T., FRANK WHITING CONS'TRUCTION JOINT- SEALED WITH ASPHALT CEMENT OR EQUIVALENT MAXIMUM WITH INTERMEDIATE CONSTRUCTION 4 OF LOAM AND SEEDED AS SOON AS POSSIBLE IN THE CONSTRUCTION — -' JOINTS PLACED AT 30' MAXIMUM, PROCESS. FILE NO: E F F 5 f 3. ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM. - DWG. NOTE -275-1 joBNO;E-275.01 SHEET: I MAKEPEACE P 3742 �" �"•� -