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HomeMy WebLinkAbout0012 TRUDY LANE - Health /a%Ru d,Yur,Q A = 021 TOWN OF B,AJTTABLE , LOCATION fdZ �n v Y " Lim SEWAGE # VILLAGE �� o 7 v ASSESSOR'S MAP & LOT ©-ZJ 09 INS'I ALLER'S NAME&PHONE NO. PA s%On,c'� SEPTIC TANK CAPACITY 5 OD lq L LEACHING FACILITY: (type) s (size) 3 6 x/f NO.OF BEDROOMS- BUILDER OR OWNER o 5-�-gr/1 � PERMIT DATE: - 03 COMPLIANCE DATE: 2- Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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) 'J Feet Edge of Wetland and-Leaching Facility(If y wet ds exist within 300 feet of leaching facility) Feet Furnished by r. ♦ ♦ t , i ♦ •tst.x. � .ti �„ off „k"_.- ,�m,•;..«..6/w.mn-Y 14 � 1 ' .. 4 �� tj 4 y TOWN OF BARNSTABLE6 Fri SEWAGE # fD3 VILLAGE C o T--j-7 ASSESSOR'S MAP & LOTL � —'�8 INSTALLER'S NAME&PHONE NO. Pi93 TOn.c — t1W- q-200 a C 0 SEPTIC TANK CAPACITY f Dp 4L L LEACHING FACILITY: (type) 1'`2 " ADS (size) -? NO. OF BEDROOMS BUILDER OR OWNER 5-1 FJ% PERMUDATE: - 6 - 0 3 COMPLIANCE DATE: a —al 93 Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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 M It' sa —a No. f Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: "VYe �UW EALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ation for �igpogar *pgtem �Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. Z �; Owner's e,Address an Tel No. Assessor's Map/Parcel (�2 bE{ 5S I 1 i 3 2 sw ��� 5t ��•c�Sor%� Vie! 14 In tally's Name,Address,and T 1.No. Z 30 d Designer's Name,Address and Tel.No. 9 - 3`��2 t ;+ct e t��AVa+110N � 13 Noc�d� go aA r �C�,G w;�� z35 60o,4 L4.!' z,NZ S. Type of Building: Dwelling No.of Bedrooms 33 Lot Size L16 L�9 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 'Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not o_place'tl"ie system in operation until a Certifi- cate of Compliance has been i ue by this Board of oalth- Sign '� Date Application Approved by Date Application Disapprove for the followi g r s IS Permit No. ZY — $ ——— — — Date Issued — — �— .� No. ':: 1 :Fee—�—! THE COMMONWEALTH`OF MASSACHUSETTS Entered in computer: 7"f UBL C EALTH DIVISION -TOWN.OF BARNSTABLEi-MASSACHUSETTS USETTS `Yes s tcation for Mioaal *pztem Con5truction Vermcit Application fora Permit to Construct( . )Repair{ )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components t Location Address or Lot No. Z„ T u�, Owner's rae,Address an Tel.No. 54 Assessor's Map/Parcel © � ©tl �' ,�]Q I �� 5 / _f 54t M ,d § In taller's Name;Address,and T 1.No. a ;yZ v t Designer's Name,Address and Tel.No. 30 " 3 Q/2-2 3$ovi2c�C¢f ' Ro ac� f �Cha✓V, 73S 60o.4 VVSWN S• Qmnn;SS Type of Building: ����// r Dwelling No.of Bedrooms 3 Lot Size �P�q sq.ft. Garbage Grinder( ) ?' Other Type of Building" No. of Persons Showers( ) Cafeteria( ) f ether Fixtures Design Flow <:- 1 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of S p c Tank t Type of S.A.S. �r Description4)f Soil _ OF s: Nature of Repairs�o Xlterations(Answer when applicable) }y. `Date last inspected:' Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code ands xofglace th'e system in operation until a.Certifi- cate'of Compliance has been by this Board of Health. Sign Date Application Approved by 42 Date Application Disapproved for the following re, s¢ s a, A Permit No. " Date Issued / ————— --------------------------------- !� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ti Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Aban;ned( )byf at �r In �� a^ _aC t `}� ha a constructe in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No �Y�ed O 2 4 Q Z- Installer Designer _ a The issuance of thiMls e 6 it shall not be construed as a guarantee that the s stem wrll�unc�t Wa-frdessii. �neSI Date ZIZ� U 3 g Inspector y / /l/✓� g p -------------------------------------- No. Fee_����� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migaa[ *pgtem Con�truction 3permit Permission is hereby gr ed to Construct( Rqpa-( grade &njdo ' I/ / System located at t0 ! / � V MAI 'C T and as described in the above Application for Disposal System Construction Permit:The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must 1 co p 'eted within three years of the date of this Date: Approved by �. I i TOWN OF BARNSTABLE LOCATION ,2 y ��`' SEWAGE # o T✓' ASSESSOR'S MAP & LOT � VILLAGE INSTALLER'S NAME&PHONE NO. 841 SEPTIC TANK CAPACM f l � _ sine .3 Gi Ar/l LEACHING FACILny: (type) �'`Z " ,41i5 (size) NO.OF BEDROOMS BUMDER OR OWNER RLD PERMTTDATE: -� - 1 f - D 3 COMPLIANCE DATE: : ®j - Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist' Feet within 300 feet of leaching facility) Furnished by w 3 I I I I I I :. —_. .. rl .i Np o - ` -T- ' I LLu LLIV mi ' I i , v p a n 'I 0 ,o it o o' 0 3 o D r 0 z _ c n I � o D i o I — n (D ND o u� w of Pi ® 0 do N i III r'I. 171 • 71 _-R:i Cf1T':.ECEVnTft�tif. .. .. 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A3 A � o Preliminary plans and layouts Dy D.C.D.are for the use of their customers only.Any other use is Strictly prohibits :::-t:-_—:- ::'.re---r-,..-'c-.-- -rr.�o•`----- .9I o .., i✓v!.s�rs sw.� I �:o, scP>'r�s-cx+�cca: 9 v ` Ell -- ' ""6ItE61LE�SL.. iD f 1 I I i ' bts'.�"StCE!'=!- 9 I (3�9�t Xlr'2 LVt...9VER ifi 1 JO_I 3nw.cER Y�,. .[t"•t1%p� I B r T-177 T-. - -' I \ 19 —77erH i v <� 470- S.i1- 2estC. .. i I'q _II 4ri5 IQ.: Ca 2 4 late '2;t I I ISO I �� Z a*L— � � �� a-moo:•:- �- !�.a- .. I I OI f . a pit>_�2,9"SA:OtNn I -2r• sn . I' I . :�9 T"XCOWC.GLAS . �) SCALE DA ' . W1WXG'X10'GA.W.P,?. 1 ` 4� -�— 508.428.6191 I S i o Devlin I ^I @ustom 9 A a B © 1 1 I o esigns — i i i G C I. copyright®2002 hts -- - .. `"I All elg ed i .R 5 I � FIIZ.ST_FC_OZ� I I. . - ' I: 0 Preliminary plans and layouts by D.C.D.are for the use of their customers only.Any ocher use is strictly prohibite I r I t i I -- I o1C /aT� i 7 ,t 1-t I• II ji SCALE OATJE _. _.. 508.428.6191 -- —--- - --- - ---- o evl i n @ustom a es igns i copyright®2002 All Rights Reserved �I��ncS't'nU_noa, rl�axrinw m�ecoulzsA.e,.lrs rsb*ue.aoe�' Y1 .�� � �(bE'ALT<6u6r.trie.icnio,r�e�..��rsS�e�2v�Lm�na.iatiaa¢or:c-•�ia..ta�.taiii!,ra�. n • 5 A5 s S e Pr el;m;nary plani and layouts by D.C.D.are for the use of their customers only.Any other use is strictly,Prohi bite e — ! \',\ � � r ' � I � � ..._ _ _`. .:'.. �`\rye— �--���_—'^'_^•,., —��y, tl 1 —•_- I ..u.,---_ .... —_-.= 7 ��-p;- ��',lii,\--�-,1't' !. -•f�, I � _— �� j I t Y i� II _ I �I I ,I !I I �Y� �z. O ' ,; , �► I 1 I it � I I ! 1 I , IL L. I ' I All _ I , 7a1et CA T 508 428.6i47 1J2(A2 J" L11 -p -- - @Ustibm I .��... copyright (SI 2002 BesB ved =_ CJ tsl IJ . s Gl Y Preliminary plans and layouts by DC D are for the use of their customers only yny other use is strictly prohiblte ' t -- ... ....__._------.___....- .......-.... .. _../7_"PtY 2 _ i ,:.. �, •' -�vavu,r, - ' \ i7 9� � I. I i -- -' - _. . ... i I I _re c If I dd MR, 10 ., __-_ _—. .. i i� - �/ _:C-•�S7JLAPL �1:.'S-CCG. 3S .. .. -�SF cc��-.� - -� u'. f � l GAE7C{f-IZDUtic FUttE - — - - -__ l�Ro - 428.6191.: u evl i n Stom I � i _ -.. /. -�m -- _. __ o esigns �> - - 4 :•: //i' .� ._ c�wr� __. � f\. t� � � i i• � copyright®2002 �� i ..•y �� ii\�. _ \��'�� .. All Rights ed I . 1 T— , : _ - �cTrar -��._c`o`er. --------------- ---------- - - -- - — --- - I i• — — - .0-7 1j c - Preliminary pans and layouts by D.C.O.are for the use or their c ustomer(s`dory.Any other use is stricny prohi bite o�/ -a98 �ENE , c�: /v�7" - -- l SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR DATE OF SOIL TEST M_AARQH 2§_,_20Q2 ELEV. 108 5 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND SOIL TEST DONE BY MISER ENSzI� R►NG _ ___ __ WITNESSED BY P, dU ON _________ CONCRETE P# 10206 COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.-__Q2.5 MIN. PITCH 1/8" PER FT -� 2" LAYER OF PERCOLATION RATE -_<__? MIN./INCH. 1/8" TO 1/2" DEPTH HORIZ TEXTURE COLOR MOTT. OTHER ,r 104.0 MAX WASHED STONE VENT 4.00 4" CAST IRON PIPE 101.75 MW. NOT REQUIRED 0-8 O/E MEDIUM SAND 10YR6/1 NO ROOTS (OR OITCH EQUAL)1/4" PER MINIMUMT --- _ f- \� -� 1 CONCRETE U. FT. F 8-36 B LOAMY SAND 10YR5/6 FLOW LINE ANCHOR I36-124 C MEDIUM SAND 10YR7/6 ELEV. _ .CAM '-f 10" 2' o-- 1 ELEV. 10200 LEVEL o a�' 4q 0 10� _ 99.87 _ ELEv. -' ELEV. GAS ELEV. _ _�Q1_70_ 6" SUMP ELEV. _ _L011N_ BAFFLE DISTRIBUTION ELEV. s LIQUID OUTLET v J 4 HIGH CAPACITY INFILTRATORS WITH DEPTH TEE (TO BE PLACED ON FIRM BASE) BOX -�'�- STONE IN AN 4 FEET 14 INCHES TO BE WATER TESTED 2 �7.51 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 11 X 38 X 10 TRENCH FORMATION � 6 FEET 24 INCHES 1 500 A ----- -- ---- 7 WELL FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE N A NO WATER ENCOUNTERED AT __ 124_ ELEV. _ 9 16 L8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN -' SYSTEM (SAS) INDEX DOUBLE WASHED STONE ) ADJUST FREE OF FINES & SILT OBSERVATION HOLE 2 ELEV.-__103.5 USGS PROBABLE WATER TABLE ELEV. = PERCOLATION RATE _ < _�__ MIN./INCH. SEWAGE DISPOSAL SYSTEM PRMLE OBSER4ED WATER TABLE ( / / ) ELEV. = _______ DEPTH HORIZ TEXTURE COLOR M07. INHER NC_ ''(_' SCALE BOTTOM OF TEST HOLE ELEV. _ _Q,21Q 0-10 O/E MEDIUM SAND 10YR6/1 NO ROOTS 10-38 B LOAMY SAND 10YR5/6 8-120 C MEDIUM SAND 10YR7/6 a NO WATER ENCOUNTERED AT _-12Q'- ELEV. _ __93.a_ I e DESIGN CALCULATIONS NUMBER OF BEDROOMS 3 -'� GARBAGE DISPOSAL L)NiT TOTAL ESTIMATED FLOW X '0 �- .i X 1052 REQUIRED SEP �AY NK 'CAP_ AACIT OR.) - GAL./DAY x ACTUAL SIZE OF SEPTIC TANK _fW GAL. " x Y SOIL CLASSIFICATIONDESIGN LOT i EFFLUENT LOADING O �RATE 5�1 GAL./DAY/S.F. LEACHING AREA SQ. FT. (11X36)+(47X2X10/12) i" LEACHING CAPACITY (AREA X RATE) M.99 GAL./DAY X V6.< LOT 7 474.33 X 0.74 \ RESERVE LEACHING CAPACITY 301.00 GAL./DAY } LJr 2 AREA-y� _294f S F. \ x NOTES: 1 ALL WORKMANSHIP NND MATERIALS SHALL CONFORM TO D.E-r`-'. TITLE 5 AND THE TOWN OF _JlAB _--- RULES AND / REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. / O 2 ALL COVERS TO SANITARY UNITS SHALL BE BPOUGHT TO / WITHIN 6" OF FINISHED GRADE. 1500 LOT 8 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SEP Ory WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN r/C PA PORCH 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE OJ����Q�G x P0.2 x I Ug' ��// SED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. 4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL A ' 11 DO ` BE MORTARED IN PLACE. ICJ f 5 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH �- DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. \\ < 6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR \ f x �''0f'USE'0 x IS TO CALL "DIG-SAFE" AT 1-888- 344-7233 AT LEAST 72 HOURS \ T 8EDR004� PRIOR TO COMMENCING WORK ON SITE. ,per CALL/NC M��P CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION f `� IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER \ IMMEDIATELY. -- -+_ P 8. PARCEL IS IN FLOOD ZONE \ PRO OSED 9. LOT IS SHOWN ON ASSESSORS MAP Zt _ AS PARCEL \ DRIVE NEW 1ESThUCE c � 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR (BY OTNERS5 / A MINIMUM OF 5' AROUND SOIL ABSORBTION SYSTEM AND BE REPLACED \/ WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) / 'p 3 � / SOIL f j TEST 2 x LEGEND: 99'9 EXISTING SPOT ELEVATION 00xO \ 9 EXISTING CONTOUR ----00---- 042n OAS* A FINAL SPOT ELEVATION Agaff SOIL CNTOUR x '-�G.2 TEST 1 i �,��,.� x �� SOILLTEST LOCATION 4 UTILITY POLE -0- TOWN WATER =W =�-�'-- V // OF.WS CATCH BASIN ®) GAS LINE — �\\ )1).6 T A CLEAN OUT 97.7 __ -- APPROVED: BOARD OF HEALTH DsjMAS CESSPOOL C.P. O No x ,/ It�h1Ka DATE AGEN1 x x 0. - `r ls r PROPOSED SEPTIC DESIGN FOR X 101.8 x 1(07r'S x ROBI "KiNGHAM WAY —_-__._ S 1ANLEY GOLLSTI�EI .1141 PROJECT LOCATION WIT 29 IMIMY *AAM Cif COTUIT TA" �CASS o a_, AMZVJwtm LA_ Q s Emmm 235 GREAT RN ROAD x 0 LOCUS P. 0. BOX 713 0 1 398_3922 SOUTH DENNIS, MASS. 02660 � DATE SCALE � " ' L.Y 23, 20021 = 20 J REVISED OCT. 8, 2002 JOB NO. 5387_00 LOT 1 REVISED LOCATION MAP _ � SHEET 1 OF 1 I � I C: '�58,PROJ)I5387-00 ,dwg\5387-00.01+'G 0 2001 SWEETSER ENGINEERING ',, r SOIL TEST TOP OF FOUNDATION 20 FT, MINIMUM FROM CELLAR _ 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE ES SOIL TEST MA_ N R ENGI __ ELEV. a ��'"'�_ 10 FT. MINIMUM GLEAN SAND SOIL TEST GONE BY SWE TSER �NC1II� RING WITNESSED BY Fjj!,L ,'QN_ CONCRETE P# 10206 _ COVERS LOAM AND SEED 4" SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1 ELEV.=_ 102_5 - -- "MIN. PITCH 1/8 PER FT � \ `'� 2" LAYER OF PERCOLATION RATE __< 2 _ MIN./INCH, i 1/8" TO 1/2" DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 104.0 MAX WASHED STONE VENT 4.00 4" CAST IRON PIPE 101.75 MIN. NOT REQUIRED 0-8 O/E MEDIUM SAND 10YR6/1 NO ROOTS (OR EQUAL) MINIMUM ` —'--- — -- PITCH 1/4" PER FT. z 1 CU. FT. OF iE / CONCRETE 8-36 B LOAMY SANG 10YR5 6 o, Ir ANCHOR - FLOW LINE 1 . _ 36-124 C MEDIUM SAND 10YR7%6 7- A&M_ 10"—i'MIN. s102_00 1 0ELEV. 23 � �LEVEL o/ �� �: r. m 010 = 99.87 GAS _ 6 SUMP ELEV = _IMM - ELEV- BAFFLE ELEV —IQ1_ZDDISTRIBUTION ELEV. 4 HIGH ,APACITY INFILTRATORS WITH LIQUID BOX 1QG.."�4_-� STONt IN AN 4 FEET 14 INCHES DEPTH TEE (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 7.51 5 FEET 14 INCHES F MORE THAN ONE OUTLET 11 X 36' X 10 TRENCH FORMATION 6 FEET 24 INCHES 1500 GALLON SOIL ABSORPTION WELL N/A 7 FEET 29 INCHES (r0 BE PLACED ON FIRM BASE) NO WATER ENCOUNTERED AT 1.Zg= ELEV. 8 FEET 34 INCHES SEPTIC TANK ZONE _ 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX DOUBLE WASHED STONE ADJUST FREE OF FINES & SILT OBSERVATION HOLE 2 ELEV.= 103-5 USGS PROBABLE -WATER TABLE ELEV. = ------ PERCOLATION RATE _ ?__ MIN./INCH. SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ; / / ) ELEV. = ------ DEPTH HORIZ TEXTURE COLOR MOTT. OTHER NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = _ 0-10 0/E MEDIUM SAND 10YR6/1 NO ROOTS 10-38 8 LOAMY SAND 10YR5/6 8-120 C MEDIUM SAND 10YR7/6 x 101.6 i qL1' .0 0.8 NO WATER ENCOUNTERED AT �jL_ ELEV. _ -_Ud- j J 4 / I, j 9 �✓ 0° ����,. DESIGN CALCULATIONS 102.1 NUMBER OF BEDROOMS _ 3 _ • , i J GARBAGE DISPOSAL UNIT / ..- TAL ESTIMATED FLOW X �, TO( 110 GAL/BR./DAY X 3 BR.) _ _ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _ Q_ GAL. X 1Q J ACTUAL SIZE OF SEPTIC TANK GAL. 'r x SOIL CLASSIFICATION DESIGN PERCOLATION RATE MIN./IN. LOT i EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA 17-i-M SQ. FT. � •� � { (11X30)+(47X2X10J12) , LEACHING CAPACITY (AREA X RATE) �� GAL./DAY / r 4 x 0,74 / x LOr 7 RESERVE LE LEACHING CAPACITY ,351,QQ GAL./DAY k ( QI AA16 AmNOTES: ALL WORKMANSHIP AND MATERIALS SriAL.L CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _ BARNSTASLE__.,__ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL Or: SEWAGE. j \ 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO i WITHIN 16" OF FINISHED GRADE. 1500 r'i LOr 8 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ON y Pa9CH 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE / L\t 0�0, X i x USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS. 4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL O 0 00 BE MORTARED IN PLACE N — 11 5 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO x OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. J\ pk' 1;' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR x PROPOs 'o IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS \ .I8EDRoCW PRIOR TO COMMENCING WORK ON SITE. DOLLING ^�' 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS P SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER i V IMMEDIATELY. / \ 8 PARCEL IS IN FLOOD ZONE \ PROPOSED 9 LOT IS SHOWN ON ASSESSORS MAP __21 98 _ AS PARCEL NEW lFs DRIVE TH6jcS 10 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR F (B Y ONE-A,$) A MINIMUM OF 5' AROUND SOIL ABSOR81ION SYSTEM AND BE REPLACED I WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) sac rE. r 2 101.4 . f LEGEND: h( 99.9 EXISTING SPOT ELEVATION U0x0 \ 9 EXISTING CONTOUR - --OO---- 9" FINAL SPOT ELEVATION SOIL FINAL CONTOUR------( X 100.2 f1 \ TEST 1 ' `- X SOIL TEST LOCATION tSi •r- ^ �Y 4 / ` UTILITY POLE -o- � Ob 0 TOWN WATER W W"------- / ��OF ILLS CATCH BASIN GASCLE LINE OUT C. k 97.7 \ DUWkS CESSPOOL C.P. 0 APPROVED. BOARD Of HEALTH "v DATE AGENT 100.8 I, 1s2 I / I - - x PROPOSED SEPTIC DESIGN x 1 rl 1 _ L / y�rY` S� FOR X 01 x ' x G w Q�I ,; STANLEY GOLDSTEIN w - _ I• �' I ' NGHAM WAY L---- __�,` e \ / a 1a1 _ j PROJECT LOCATION LOT f] TRjmY LANE j,�j F. v i/ i, COTVI rA8W, MASS •7 Fes- --- o S' 235 S= RN ROAD G � it X cn wc� 08_ P. 0. BOX 713 I —_� 0 398_3922 SOUTH DENNIS, MASS. 02660 DATE DULY 23, 2002 ["sCALE 1 " 20' :: TRUDY L =OCT. 8, 200? JOB NO. 5387-00 __j L0r 1 REVISED 1 i LOCATION C A T I O N MAP -_-`J � SHEET 1 OF 1 , ,+ C.• �,S8\PRO✓\5387-00 �dwg\53Br-OO.D*G 02001 SWEETSER ENGINEERING,