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HomeMy WebLinkAbout0831 SEA VIEW AVENUE - Health 831 SEA VIEW AVENUE Osterville A = 133 002 - 001 0 , H No. d— aL t Fee �. -'� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLE, MASSACHUSETTS Yes 5 ZIppIication for Digoal *proem Cougtructiou permit Application for a Permit to Construct( ) Repair( ) Upgrade N Abandon( ) � Complete System ❑Individual Components Location.Address or Lot No. �3 � �/e�� Ate rd vc Owner's Name,Address,and Tel.No. Gs�cv�tOte Secc Utcw Awa",1'G P4T, Assessor's Map/Parcel i 3 ©G2,—®®R Ct+rkr u c� (S��lltvi }cam (-tortcka �3cd Ins Iler's Name,Addre s,and el.No. �/ 5�agr-77l+`75G2,�xt 6cs�W� W461 %s jp/0 �S Desi er's Name,Address and Tel.No. 9.39 ✓VI. ,/WLIA�J f3aWkr 78 Kbrd4a SI- Wy&hMes c?Z6Q Type of Building: / Dwelling No.of Bedrooms S/K Lot Size li(34 S4 1 sq.ft. Garbage Grinder (diio) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (e 60 gpd Design flow provided '7 16 gpd Plan Date 7�Zd�� c7f� Number of sheets C,rsa Revision Date Title UPS-,rreCA of Size of Septic Tank Zc00 9e,/dcm Type of S.A.S. A-C&ckm-F r IZ' ar 57f Description of Soil rJ`c.^cam 4,__ so -tl �+n rah rya P- 1.3 ;yyy Nature of Repairs or Alterations(Answer when applicable) q^z tic_ e, s r im Gc- Date last inspected: Agreement: The undersigned agrees to ensure the cons lion and maintenance of the afore described on-site sewage disposal system in M accordance with the provisions of Title 5 e E �ronmental Code and not to place the system in operation until a Certificate of a Compliance has been issued by this rd o ealth. M J Signed Date Application Approved b Date Application Disapproved by: Date J for the following reasons Permit No. I a'c�� Date Issued 7 / "T 0j —No:' l d" N 1. Fee �5 THE COMMONWEALTH OF MASSACHUSETTSi Entered in computer: ~ PUBLIC HEALTH DIVISION p,TOWN OF BARNSTABLE, .MASSACHUSETTS Yes ZlppYication for Migpogal *Vmem Con!5tructi6n permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) © CompleteSystem ❑Individual Components Location Address or Lot No. 8_3 Avemuc Owner's Name,Address,and Tel.%No. 0Skvvr Ire 831 5ea ui e.w A.a.tcvvc 1?4 T, 14 00 GAr�cr-�Fc C G 4tifc r 1�k9,as Assessor's Map/Parcel 112,1OG2—001 (y,�4I(14z ice+ (=1or� ' �/ �/ 50fr-7 7/ 7502 tot/ Installer's Name,Addre s,and el.No. %r lN�.VS 1 r 7 Desi ner's Name,Address and Tel.No. 6U/Ci�1 CJJ , q& CND�.� 5- e pKe-, nA, W t.15 rm � P e. su� -� - l39 I ✓�. ✓l�1.�.� 13cv4t, N 7G kbr-44A Sf I-I 4NNlS O��O Type of Building: t) Dwelling No.of Bedrooms 5/x Lot Size 4;(3a 5r4 / sq. ft. Garbage Grinder (llo) Other Type of Building No.of Persons Showers( ) Cafeteria( ) I Other Fixtures Design Flow(min.required) 460 gpd Design flow provided 7/d gpd Plan Date "7IZ o,2 0/L Number of sheets 7/!eso Revision Date ' Title Sc✓2hc- X)e5_& U"jer,C& Size of Septic Tank Z000��//ux Type of StA.S. �Cocd��Hr «�►+b�r /Z' Y 57�k2�/7f 1 W Description of Soil Vti�cr 4,0 so;1 Nature of Repairs or Alterations(Answer when applicable) �n�?(tee cw s4-ING Cc551�oe lµ •' r I Date last inspected: Agreement: The undersigned agrees to ensure the constLu5tion and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title_5 0 klie.,dironmental Code and not to place the system in operation until a Certificate of O Compliance has been issued by this B• rd ofHealth. Signed Date /�"7/J4 O Application Approved b --r^ =- Date /�,`a- / -- _ Application Disapproved by: Date for the following reasons Permit No. 'a � Date Issued /rr}• 5 / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (x )ter Repaired ( ) Upgraded K ) I Abandoned( )byG✓ w at g3 ( Scsi 0 t C.41 A 't V ��S r v 1 ((C. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ;::�CJ/ 'P 3 7 dated Installer Designer e #bedrooms S/X Approved design flow (0 Q gpd The issuance of this permit �shall n/ott Jbe/construed as a guarantee that the system 1 cti'ou a design d. r Date �cy c�l 7/ Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS xh6poot *patent Congtruction Permit Permission is hereby granted to Construct ()C ) Repair ( ) Upgrade Abandon ( ) System located at 831 Seek 01CLD A\rchvz OSl-eru'lllc 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 be c,mpleted within three years of the date of this pe it i t Date �� r^ Approved b}� fi TOWN OF BARNSTABLE LOCATION 831, �A-tkt LL) �40L-= SEWAGE# -3-6 1 VILLAGE LL-L ASSESSOR'S MAP&PARCEL P( ao t INSTALLER'S NAME&PHONE NO. -r- :l'/I•11_3`" SEPTIC TANK CAPACITY LEACHING FACILITY-(type) (size) NO.OF BEDROOMS OWNER ZI PERMIT DATE: 2A % COMPLIANCE DATE: 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 tl 300 feet of leaching facility) Feet `7 FURNISHED BY A ®- D fro f!' s�U•,c V3 G gxo ` " �' 9C7 DEC-17-2012 14:35 From:BORTOLOTTI CBNST 5084289399 To;15087717622 P.1/1 Town of Barnstable Regulatory Services Thomas-V,Geilcr,Director. 1 �► ,► d Public Health Division Ift Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Fax, 1509-790.6304 :.. office: 509-862.4644 Date: 14-2.011 gage Perntlt# 2 A 4essor's Map/Parcel it-3 c—0z-loo I I,tsraller&Desi cr Certiticat6-IForia - Designer: en A t,.1:a�Q,,� ' installer: Address: ^15 jzt---h3gr Address: 4n .� . at ) was issued a permit to install a ( installer T' septic system at Ulle based on a'design drawn by (address) y dated — (designer) ' _ y l certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes Such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) ,was inspected and the soils were found satisfactory. T certify that the septic system referenced above was installed with major changes(i,e. greater than 10` lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Locdl Regulations, Plan revision or certified as-built b designer to follow. Stripout(if re IN of Mqs spected and the soils were Eoun ry• ��P sqc p= STEPHEN, yG ALLYN o WlLSON —+I Installers Signature) No.30216 yl esiper's Signature) Ic A .tx rnp Here} A ow 1:3-OPMT01W TO BARNSTABLE PUBLIC p�F 'C MPI C� L oT G ISSUED t U '[HXS FUl1 M S- BU LT C�ItD&RE R C. D BY B RAISTABL>�PUt3LiC C .A1u'f1i11 D[ SIt)K. THANKY_QV- q W ico fo►msl ignorccnilisatiQn ronn T T BAXTER NYE GENERAL �0.W GEN ENGINEERING & fir"'' ,� 1. THE INTENT OF THIS PLAN IS TO SHOW PROPOSED WORK AT LOCUS 9.) 10.) y _ w 5.) A TITLE SEARCH HAS NOT BEEN PERfORMED FOR THIS SITE � DETETtANNED ::� ' •r;�' �� �' ,�':• °'+ ✓' TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. • SITE Is NOT WRHf N AN A.C.EC. (AREA OF CRITICAL ENVIROMNENTAL CONCERN). i ". I r h SURVEYING 2. LOCUS AREA IS COMPRISED OP � •TINE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-880-010-SAFE) AND UNM OOWANIES TO LOCATE :- � t" > `�t �P ,'t�^'""'� �` '�Y \L� .�!'' r• �l��� • r- r ` } ASSESSOR'S MAP 113 PARCEL 002/001 6. THE PROPER Y LINE INFORMATION SFIOWN IS BASED ON CURRENT AVAN ABLE RECORD NEORMATION • SITE S NOT WITINMI AN AREA OF ESIMATED FMIBRAT OF WIRE K DLFE PER ALL OWING UTAITES, AT LEAST 72 HOURS PRIOR TO THE START OF COS. THE LOCATION OF '� „�' t rf, 6ARNSTABLE LAND COURT REGISTRY DOC.: 180.417; CERTIFK.ATE 195908 ODiNdG OF PLANS AND l>®5. NHESP MAP OCInBER 1. ZO/0 'E'S'1lIMTED FNBRATS OF RAZE WA.OLFE• EXISIN�G U OLIN0 U111ITES, CONDUITS AND LKS ARE SHOIMN IN AN APPR000ATE 1 ' ' . , • WAY ONLY, MAY NOT 8E LIANTED TO 11106E SHOMNN MEREN AND HAVE BEEN BASED ON THE -_ ; _ �` ' •.c titan ,� 4 -= c Registered Professional Engineers 7.) THE DXI W FEATLM SHOWN HEREON WERE OSTAW FROM AN ON THE GROUND FIELD SLIRVEY FOR USE WITH THE MA WETIMOS PROTEC'110N ACT REGUUTpNS (310 CA/i 10). `t` . . 9 AVAILABLE L11MITY RECORDS NOTED IEREON. THE CONIRAt11DR AGREES TO FULLY RESPONSIBLE FOR •, r ,,' ,"` f . . .. and Land Surveyors r^ APPLICANT: 831 SEA VIEW AVENUE REALTY TRUST PERFORATED BY BkM NYE DGWEERMIG & SURVEYING ON MNUARY A 2012. •SITE DOES NOT CONIAN M.A CERIFEL>I MO POOL PER NHESP MAP OCTOBER 1. 2010 ANY Alin ALL DAMAGES WHICH UPIT BE OCCASIONED BY THE COHifCTOR'S FM.URE TO LOCMAD E S •t QAVI TERIF VERNAL. POOLS. TNITES AND U EXACTLY. IF FELD CONDITIONS OFFERS FROM PLAN PLAN MFORMMION, THE DAVID N. KHOl1RY, TRUSTEE t'\ y.t� y ~-' 14MCORPORATE CENTER WAY CONIRACIOR SHALL NM THE ENGINEER M DYATELY FOR POSSIBLE REDE51GwL f, ,.t, ,. :- 78 North Street - 3rd Floor WELUNIM, FL 33414 8.) COMMUNITY PANEL NUMBER. 250001 0018 D •SITE S NOT WITHIN A PRIORITY AT PER NHE'SP MAP OCTOBER 1, 2010 'PRIORITY "r - ; , . • ✓ j, :'�' 1 : ' --'` - " Hyannis, Massachusetts 02601 rz MWATS OF RARE SPECIES' FOR SPECES INNER THE MASSACHUSETTS EN WVERED "=+� +�� r ••� alit• • _' W THIS AREA AS ZONE C. � �• o THE FLOOD AVSLIRMNCE RATE MAP'' �`�� �•DEFMVfs � � • • � - SPECIES ACT. REIGIu7m (321 CMIt10). Nis,;= 3. BIaMCHAIARK AT MAG SET _ - KAx. - ..«,�� ���° @ ; Phone (508) 771-7502 EL = 23.94' NGVD29 h r SITE IS NOT WMIIN A STATE APPRaED ZONE 1 GROUND WATER REOMM PROTECTION AREA � ; r - Fax - (508) 771-7622 � ���1� •GAS MID WATER LINES PER DIG-SAFE MAROW LOCATED DURING THE FIELD SURVEY BY THIS OFFICE _,; BENCHMARK AT CONCRETE WALKWAY •SITE IS NOT W M A ZONE OF ipoNI MION TO A SALTWATER ESTUARY (BARNMABLE B.O.H. Www.baxter-nye.Com EL = 24.34' NGVD29 REG. 360- 5). • CESSPOOL LOCATION PER FELD LOCATED MANHOLE AND WORMATION RECEIVED FROM THE BARNSTABLE .• BOARD OF HEALTH. STAMP STAMP t � ya��I>♦OF Mgss9c 4•) ZONING INFORMATION Locus Nt�p scale 1' = lowc� pH ZONING DISTRICT : RF-1 (Reai&-iftf) CURRENT MINIMUM ZONING REQUIREMENTS- No.302i8 y MIN. LOT AREA - 87,120 S.F. MIN. LOT FRONTAGE - 20' FSS� ONAL MIN. LOT WIDTH = 125' FRONT YARD - 30' SIDE & REAR YARD = 15' / 15' '7 24/ Z.af Z OVERLAY DISTRICTS: NONE CONSULTANT i CONSULTANT I MAP 113 PARCEL 003 N/F �--� 10 COLIRrC4Sr DONALD J. & MAN/F M. COREY, TRS. No �, �4'1?3 - -- '' TRE'Es PREPARED FOR : iiiiiiiiiiiiiiijoilliill x 22.3 831 Sea View Avenue ' t Realty Trust �23.9 $ �-�,►�'".•-�"" x 227•03 x 22. 't w ----x 22.7 David N. Khoury, Trustee UP NO w cE- w T uc u w w T POLE 23.0 t BENCHMARK A MAG/SET V4.t w ��-ucE--___"' EL = 23.94' NGVD 29 3 I �24 23" - IG I ucE-_-_ L 23-1 - -- --.x�.g / \ 3.8 _ WX 00 ubE•• UGE UCE•I I I ----- - p4 p',VE_O RIV ' 9*-2-36- uc ,�-�--�w2/2.i238- 8 � - 23.1 ucE-ucE _ ucE22.9 .�w.,� ucE ` 3.9, 23.8 a x-2n 22.9 -----_. x� ,M-c'-" -w - WAYS "cE ucE� I' / pRiV_E 24.0 �23.8- -------- x 231 �c 22.0- - SHED �� i39 3 60.8'l MAP 113 PARCEL 002/002 L 0 T 2 5 4 z ( # ; 4 x 23.5 LAND COURT PLAN 2664-123 3 8,847 SO. FT. > I a MAP 113 PARCEL 002/001 t 3 7 ACRES t # Y ; r LOT 253 n�' AND COU PETITIONER'S PLAN PER L 0I m 3 #831 LCPI2664-•123 Z I FLAG POLE � 16,920 - UNREGIS ED BEACH AREA Q 0 ® 3 3 2-STORY WOOD } 43.561 S.F.f ' 3 01 I \ DWELLING 3 1.0 ACRES W � IiA Q 42.4' a F.F.E.=25.4 Q % �.'' N 33 I G.F.E.=24.8 3, , U-2 of LAWN IQ oI I' # I N x22.3 m QD 3 z C4 _-c _ N x 23.5 x 23.2 W I J 3 � 3 N - TBM: CONCRETE WALKWAIf< x 23.1 H W es EL - 24.34' NGVD 20 t , 3 I N 24.2 1�ilAP 1 3 PARCEL 002/001 m Ptl o N/F (; �' `,,CAT ERINE D. WHITE W COP NO I 112 /� �. x 23.1 O V= �.. x23.6 x23.2 \� 0 3 I x 24'6 O POSTING CESSPOOL, PUMP, DEM SH TOP ANDCL 3.9 O ;® PLL MATH CLEAN SAND. I I , .o o Z W I o �` I � `�, x 22.3 �22.6 � TP FLAGPOLE ' C I�'M #3 ' a I RESERVE TP2� LU 3 , 3 I i o I x 23.4 ' x 23.5 F- Q I d N 3 o I Q x 23.6 x 23.8 3i 3 223.31' - LOT COR to CB/DH Y ---- S 11'20'34" E' 224.31' - RECORD >- 0 U co o I o 0 x23.6 x23.3 x22.6 Z N I x 23.8 ``�`. ; i 'WATER APPROXIMATE _ .----_- ---- SHEET TITLE ` - --- _ _ _ -- _ 3 pl GATE -w w -w -w ----�"-w -W -w -w -W -W w -W _w _w-w-w__ _ w - w-w _ PRE TE �A -w w w AP LOCATION OF 6" WATER LINE TO FlRE HYBQ�T �w S H T T L E w w -w -_ -� - _ - -- `. _- - - -- - -- - - -- Septic System Piano G I W N _ _ _ _ ----- ------- PAVED DRIVEWAY 23.6 __ ' _ 3 %, - -- - - - - -- ---- - --X-- --- - - - 23.4_ - �3�f- \ Upgrade t - - - -- - -- _----- -- 23.5 --- ___--__--__- -47 ------- -------------- --------------------- - M MAP 113 PARCEL 001 SHEET NO ,,/ c 3 'I - --- ---_- --- _ RICHARD T. & ALICE R. McD - ERMOTT N ---- SPE1 OI IUP/LP 68/86 J DATE : 7 20 2012 a 20 0 20 40 lu SCALE 1N FEET o I SCALE : 1'- 20' c I DRAWN/DESIGN BY:MTM CHECKED BY:MWE N .1 J O B NO: 2011-043:0.3 C A D D F I L E:2011-043-SP-ha 831 O iz BAXTER NYE .� ENGINEERING & SURVEYING 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCERegistered Professional Engineers WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, and Land. Surveyors 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES � REGULATIONS APPLICABLE. ZYPICN+4L SYS'T�M PRORLE . �,. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY 78 North street - 3rd Floor IOT TO � THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED Hyannis, Massachusetts 02601 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. Phone - (508) 771-7502 �.. 3. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO BACKFILUNG, , Fax NOTIFY THE BOARD OF HEALTH AGENT' AND ENGINEER FOR (508) 771 7622 INSPECTION. www.boxter-nye.com EXISTING FINISH FLOOR = 25.4 - - . SET ALL MANl1oLE 00VFR5 TO !s'BELOry FNS1i GRADE 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 DXISTINf GRADE = 24.2t �ISERs a OMM 94A L BE WAYMMff PVC. UNLESS OTHERWISE NOTED HEREIN. SET COVER Tn 6' BELOW FINISH GRADE � STAMP STAMP RISER Nk COVER SHALL 8E WATERQVD 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE 'C • (N Of M HORIZON FOR A HORIZ. DISTANCE OF 5 SURROUNDING THE p1. qss LEACHING FIELD. AND REPLACE WITH CLEAN SAND PER 310 CMR � q MAIN HOUSE FINISHED TANK _ 23.6t -FINISH GRADE N 231% "15.255 TO'THE TOP ELEVATION OF THE .SAS. 4� STEP i EN c�G / NFSPEC►ION PORT TO ' FN�MSN�D GRADE OVER LEAC M _ 3 BELOW GRADE 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN ' TRENCH 23.St LESS THAN 3 OF COVER. No.. J .. 3' MIN. •o r► co a 9 (mm) Cover NOT O,� G1STE� 4 SCH 40 PVC... •- •, r 7. THE SEPTIC SYSTEM DESIGN DOES INCLUDE GARBAGE FS G .. 36 (max) Cover. GRINDER DISPOSALS. S�pN ENS M M W OUT = 21.8 IN. MIN. AL FIRST 2 (Y0 BE LEVEL) ,. » •• » ...- r ..• _ 2 13 lot 2 INV IN = 21.6 MIN. iNV OUT 21.3 cr T �L .: 14 Fe SCH. 40 PVC 8. �. THE CONTRACTOR SHALL CONTACT DIG SAFE (A 7 ZfiJ ,�. 2 Peasto�e IFACHING •,. PVC TEE (SEE TABLE) _ 1-888-DIG-SAFE) AND UTILITY COMPANIES T�0 LOCATE ALL GAS BAFFLE • EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF f.. 6 SUMP CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT CONSULTANT ,• GAS ,� INV IN - 21.1 '. : •.• . .. . � INV OUT._ 20.9 A20.5 LOCATION, BOTH HORIZONTALLY ANO VERTICALLY, OF ALG EXISTING REINFORCED CONCRETE BAFFLE 6' CRUSHED •• ::-. •. . .. r , .• •.. •.. UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF BAFFLE rBASEEXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE xINV IN T M THOSE SHOWN HEREON AND WAY ONLY. MAY NO BE LIMITED TO • :,.•.;,• ••>• ::.�: •,».. <. •� .,...;•..,"�.: 6a CRUSHED HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR TI5 . ..: .. . .. . . . •,.. .. STONE BASE REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY AN RESPONSIBLE FOR ANY D ALL DAMAGES WHICH MIGHT BE CONSULTANT 2000 GALLON OWPAMM BB''TiC TANG DI IRMION BOX BOTTOM OF SYSTN = 1a.5 5 MIN OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE �� IF ELEVATION INFORMATION DIFFERS FROM PUN UTILITIES.EXACTLY. ST-2000 OR E QUAL No Groundwater Observed O Elev. 13.5 INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE B REDESIGN. AT UTILITY CROSSINGS VERIFY IN FIELD THE LOCATION INVERTS OF ELECTRIC GAS AN TELEPHONE do DATA/COMMD RELOCATE IF CONFLICTING WITH N PROPOSED INVERTS ..PER THE ENGINEERS DIRECTION. THE UNDERGROUND UTILITIES AS IN TON( OEM OF OUTLET TEE BELOW FLOW UIC CONTRACTOR SHALL PRESERVE ALL DERG LIQUID DEPiH SEPTIC REQUIRED. PREPARED FOR : 4 FEET 14 INCHES 5 FEET , 19 NiCFES 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE IN 6 FEET 24000 SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 831 Sea View Avenue Reafty 7 FEET 29 INCFIfS APPROPRIATE UTILITY COMPANY. 8 FEET 34 NrCF1ES Trust David N. Khoury, Trustee 12 FINISHED GRADE 1 \ \ \ \ \ \ \ \ COMPACTED FILL y / c , 36 MAX. 9 MIN. » t / .......... .........._............:. » ............. . .......:.::..:::::.:... .......................................... DOUBLE ASNNDD 2 OF PEA STONE--*--------*---*-*****.*.'.'.**""**. R Fl TER FABRIC 0 l • 3/ r `r _ 4 T 0 1 1 2 N . 7 TEC « 30.5» DOUBLE 24 EFFECTIVE DEPTH WASHED STONE 4 _4 4_ 49_ 57 D PLASTIC LEACHING CHAMBER ETAIL PLAN VIES C LTEC 330XL OR EQUAL UAL • NO SCALE t0 w N J 0 H Q _ 3 - {LI 80L LOOK U /12 P- 0 444 13� RESIDENTIAL: 6 BEDROM RN A BA ST BLE L x 110 eoieEnRoo� SOIL EVALUATOR. BOARD OF HEALTH AGENT. a TOTAL t>EM tlow 660 GPD T N P.E.STEVE MA S0 E _ DONALD D SMARM R.S.N A E S GAR9XGE GRN�IDER (NO'T NrCl.UDED) / TEST PIT 4 T PIT'_ cs row 1 TEST PIT 3 TES 5 RATE MIN. aAss TEST P 1 TEST PIT 2 PN7IC 1E ! l ) . TE IT z lTAR .74 VD/S.F.0 ON _ M J r _ t " G S G.S.E. 23.5 G.S.E. 23.6t G.S.E. 23.7 G•S E. 23.5 0 GPD 0.74 GPO 660 MN.892 S.F. f- • Y I OYR 1 SANDY LOAM • I OYR 2 1 • SANDY LOAM I M 2 1 • SANDY LOAM Y LOAM 10YR 2 f SAND LOAM 2 lOYR 2 1 SAND L a AP AP / AP / M / AP / / WO N 4 SICNW ON ALL SIDES PROP0�5EU TEft NI�RS WON7 CULIEC 3TOXL CF r 1 r 1 r r V 1 S.F. SDEwALL AREA r + sTh rxz 276 1 YR 6 8 SANDY LOAM B 10YR 6 6 SANDY LOAM w B 10YR 6 6 SANDY LOAM B , 0 L B , 10YR 6 6 , SANDY LOAM B , 1OYR 6 6 SANDY LOAM a� .�•. 1r x BB4 sF / / / / / t�z� o • 960 S.F. TOTAL AREA r • _ 4w 24 24• 980 S.F. x 0.74 GPO . _ 710 GPD 2 4w 24w 2 • • Y . w Y 5 6 FINE SAND C 10 5 6 FINE C 10Y 5 6 FINE SAND C 10E SAND C 10Y 5 6 FINE SAND C 10Y 5 6 FINE SAND _ 1 1 1 1 1 SEPTIC lAM( SOW. 680 GPD x 200X 1320 G�.LON - o r r 1ST COMPONOff - 1320 GALLON 48 60r w 60 , 60 r 48 - SW GALLON >- 2ND COITPOI�ENlT _ TON( USE 2 cawPoaENr 2000 GALLON SEPTIC C 10YR 613 COURSE SAND C 10YR 613 COURSE SAND C 1OYR 613 COURSE SANE C 10YR 613 COURSE SAND C 10YR 613 COURSE SANG (a 2 2 2 2 2 0 w w r r z 120 120 120 120 120w SHEET TITLE - FINISHISFINISHFLOOR 25.4 Septic Systern a PI n SEINER INVERT AT HOUSE21.8 SEWER INVERT INTO SEPTIC TANK 21.6 ■ Sheet Deta�i SEWER INVERT OUT OF SEPTIC TANK 21.3NO WATER OBSERVED SEINER INVERT INTO DISTRIBUTION BOX 21.1 A EL 13.5t SEWER INVERT OUT OF DISTRIBUTION BOX 20.9 SHEET NO SEWER INVERT INTO SAS 20.5 BOTTOM OF SAS. 18.5 NO GROUNDWATER OBSERVED TO ELEVATIOM 13.5 J CERTIFY 1WIT M JULY-2007, I WIVE PASSED 1HE SOIL EVALUATOR EXAMINATION APPROVED BY 1HE OEPAR'tMEM OF ENVIRONMENTAL ■ 2 Nam WAS PERFORMED BY W COMMVAIN THE TRAM, BMW MID DfPER�Nr:E PROTECTION AND THAT 1HE MOVE REQINRED , M 10 CMR 15.017.DESCRIBED 3DATE . 7 20 2012 ate.. ., 2 l SK;FIATURE G 3 QA1E SCALE : DRAWN/DESIGN BY. MTM CHECKED BY:MWE B N CADD FILE:JO O 1t •03 11-W3-SP Ise 83 20 -0�3 20 PRELIMINARY DRAWING FOR DESIGN REVIEW 2Z.rt 3z.rt UP KITCHEN - - I L _ _ o O i CLOS. - _ _ LIVING/ DINING b - - - BEAM ABOVE - - - - - HVAC/ . BATH UTILITY - - GARAGE UP CLOS. PORCH =4r* z-xt T-�0"t ` z-7 .FIRST FLOOR PLAN THE DESIGNER O SHALL S NOTIFIED IF ANY SCALE DRAWING NO. : COTU IT BAY DESIGN LLC EXISTING CONDITION PLAN FOR: ERRORS C OMISSIONSA DINGCONTR THESE DRAWINGS PRIOR TO START OF � CONSTRUCTION.THE BUILDING CONTRACTOR 1/411 - 1 1-011 43 B REWSTE R ROAD WILL BE THESE FOR THE CONTENT - IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E ,MA. 02649831 OMMENCES WITHOUT NOTIFYING THE S AVEAV E N U E DESIGNER OF ANYWNGS ERRORS SOLELY FOR HE U DATE : P H. 5 V V 2�4 1 1 V V THESE E DRAWINGS ARE SANELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF FAX 50 539-9402 THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGN R 2/1 4/201 2 E 1 HT PRO ARCHITECTURAL COPYRIGHT PROTECTION C�ST E RV I L L E, MA ACT OF 19W. 221-Tt 3r-o"t b CLOS. C Lg§j BEDROOM BEDROOM BEDROOM BEDROOMI I CLOS. LIVING CLOS. CLOS. oN. HALL HALL DN. _u \,] Co. - - LOS. 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