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HomeMy WebLinkAbout0395 CAP'N LIJAH'S ROAD - Health 71395 Cap'n Lijah's Road Centerville S M E A D KEEPING YOU ORGANIZED No. 12534 2-153LOR WN.RECYgPD T�$-fwm4m CONTENT ER P1ST�CONSUMER awuoo MAM W USA AFT ORGANIZED AT SMEAD.COU :k f N jj l 00(C Fee �' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: (d Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliCation for Disposal 6pstem Cunstruttion Permit Application for a Permit to Construct(V< Repair( ) Upgrade( ) Abandon( ) ►Q/Complete System ❑Individual Components Location Address or Lot No. 3of G [pww Lt 5 Owner's Name,Address,and Tel.No. CC—Pj-T - wAu,E "Qr'- A-\drts,7PI,-to Assessor's Map/Parcel krj — Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. CmNS�1'�JGT>dN���- /JNIEL o-)ALA �OWPI CJ>PF�NFINE NL �,��►ssn M.M��-5 5r1?TU3 �'° & 3� 2.r 6R YAc.A-'T- 0116-75- Type of Building: Dwelling No.of Bedrooms Lot Size % 30� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 660 gpd Design flow provided gpd Plan Date 1-1 &"\8 Number of sheets L Revision Date Title -j k._ S P\e,h o�-39 5 C^e/J Li jA y'5 , 1_0 G V t l�1 �N�(L6/t INS Size of Septic Tank 2-50 S,0 dale,` GLMt Type of S.A.S. .Description of Soil t—�S S S/ityi� , ��N SAcJ s� �E(`L# LA 01 LA Nature of of Repairs or Alterations(Answer when applicable) N 1'W �U r.+e-t^^ 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 Co o place the system in operation until a Certificate of Compliance has been issued by this Bo d of/ / igned / / Date Application Approved by - Date17 , Application Disapproved b Date for the following reasons Permit No. Date Issued `!r /zolt, N 1 V- t./0 6 p /.:� _� Fee " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ Yes___PUBLIC HEALTH DIVISION`- TOWN OF BARNSTABLE;MASSACHUSETT 01ppl.cation for -Misoosal fpSte tt Construction PPrmit Application for a Permit to Construct(t/< Repair,( -) Upgrade( ) Abandon( ) • Complete System ❑Individual Components Location Address or Lot No. "jq C. C^101N r Owner's Name,Address,and Tel.No. ,4 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. ' Designer's Name,Address,and Tel.No. _ r,. .,"�j.(LTV�-t71'T\ yC.pNS't��-�O Nl��. � '�,�,y.,)1 E�. 0��+4A ']�U1�/t'`l [J�t EtJ��'��\I��C• 1 Li's\t4T>vS'SY`�i 5j'(f641q� 2r GA Y,�T a2d15� kType of Building: Dwelling No.of Bedrooms Lot Size �i�, 30� sq.ft. �• Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ® gpd Design flow provided D gpd Plan Date �' �� �" / n Number of sheets Revision Date /A'i� Title�' .�. S 7 t�-+� t`O�n ti o 39 6/�P%`l L 1.1A N 5 0 G V t L�E �`elf', /'�N3f-E/t R h1 i U Size of Septic Tank 2-So O G,1 five,` Qp) y Type of S.A.S. Af S ��?> (a 5/L - Description of Soil L_A S S e,^t1jb , "P,hJ e= sA rJ� �C C # i OIL\6 Nature of Repairs or Alterations(Answer when applicable) Q ��/�,�2 w- 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 n o place the system in-operation until a Certificate of Compliance has been issued by this Board of ealth. j "x :t ` S.ignee / - Date f(. j r- Application Approved by, _ Date Application Disapproved by , / 1 ' Date ' for the following reasons I Permit No. 760-av6 Date Issued ��� 19 _ ------- - -- -- - - ----- -- ----- - ----- - - - --- ---_---- - -- I THE COMMONWEALTH OF MASSACHUSETTS '. BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO//CERTIFY, that the /On-site Sewage Disposal system Constructed(,� Repaired( ) Upgraded( ) Abandoned('-),by { .�s r ./7,7at t at 39-) S 4 A W 0011611 1Al has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ( dated 1/I-4/2�1'$ .�,('Installer / L ( =,r,</0 r 11's_41. /irll Designer 'r s ) Ja e AIZ�t�if/_A14 #bedrooms (,p �— Approved design ow A� �(��tt gpd The issuance of thi12., permit,shalI not be construed as a guarantee that the system will funct oon as designedi Date �[ 61, Inspector 1;/V No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Construction Permit Permission is hereby.granted to Construct(�� Repair( ) Upgrade( ) Abandon( ) System located at J 'f CAY'() L_t TA K {"W TM i,f)U Z and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local"provisions or special conditions. , Provided:Co struction must be completed within three years of the date of this permit. r- Date ��- i ° Approved by _ ,� ✓�� F , „ � � . f Town ®f Barnstable nstablle WE Regulatory Services Thomas F. Geiler,](Director BMWSTABM M^S& $ Public Health Division 039. �0 apFD Thomas McKean,Director 200 Main Street,Hyannis,MA.02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form t Date:. 18 Sewage Pernnnit# 006o Assessor's Map\Parcel Designer: POWN CA M INS-INCH lfnstalller: f�owcoTTI GN,STR-iJCTldM i 9� Address: 3 (nt Gir(( (pA� Address: YA4Mvrt+ Fog, AWy NLWITOhls MJ�M OZ(2T8 On ��7� �� &Y+U 101 SingdY� was issued a permit to install a (date) (installer) septic system at 315 CAMIN LIJAH S SD CgRTMILLEbased on a design drawn by (address) DA�i',A. OJA PE dated J—Io-18 I (designer) I 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. I 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&Local Regulations. Plan revision or certified as-b ' by designer to follow. it1 OF Adgss�cy DANIELA. a� t OJALA �+ (Installer's Signature) b CIVIL No.46502 P°F��c�sTE��o��' •� �� �.Z(!'IV SS/ONAL ECG (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLJE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TIHS FORM AND AS-BUH,T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH IDIVISION TJ NK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc L TOWN OF BARNSTABLE r LOCATION 3q5- i l P-A- SEWAGE# 61 ong VILLAGE C,tL ASSESSOR'S MAP&PARCEL . INSTALLER'S NAME&PHONE NO. 71-q231:11 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER dot-C) PERMIT DATE: i COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4-6 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) eet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY a3 - � 3• B3 A-t T'l GENERAL NOTES I.L E%iERIOR WALLS SHALL BE 2v8IS•O.C.UNLESS .'.ER."NOTED. T-c• 2ERIISE 0OR C UANLESS A THERwISE NOTED. IL FH OCONTRACTOR SHALL VERIFY WINO ORDERING—GOW S IL D"MEN50 SP'RIOR iO IFV CONSTRUCTION.CONTRACTOR _ LIMES RESPOUSIBILITV FOR \ Asv MISSING OR INCORRECT OMENSTHE A IONS HOT BROUGHT TO TTEN RETAINIUG Ftut -- IL �Ne - -i rain L I DES GNEP,iION OF THE b MASTER BA _ BEBE-- 50M IL-I a.st cl -L I NO. REVISION DATE ®COPYRIGHT -- - GARAGE § COMMON LAw — _ a w.C. a D Na 1 N�oa0 vaOR i=IEI LINEN ------J s.aaI f NEaAMI650u DRTHBIDE DESIGN ASBGaATE � � I PANTR TI I I I �I I i�I I llf suILOER:AN II to�oPo:Eo cLosETL .. I GREAT — ROOM w I_1_1_-1 I_I ( I. DESIGNER: NONTRSIDF JI —DECK REeW SO � 111I ® n.R an'res b � JCL II KITCHENt s lI PORCH I I� .ao, I •STRUCTURALTENGINEER'�5 RETAINING HALL i TAYLOR _ DESIGN LLC I \ § STAMP: I I i SCREEN— PORCH - II Ir I I PROJECT PROPOSED C RESIDENCE _ CAPN ROAD CENTERVILLERVILLE,MA. III RCTAMING wLL IIt - LE PROPOSED FLOOR PLAN 1\ y SCALE:111-11 PROPOSED AREA D 1 �1 FIRST FLOOR PLAN 1ST FLOOR LIVING 1292SF TOTALING RE 1292SF PROJECT tt: SHEET TOTAL LIVING AREA 2.618 SF 7-26 A.1 GARAGE 572 SF TOTAL SCREEN PORCH 0 SF pATE: OF p TOTALL AREA a,02020 SF c s 1117118 GENERAL NOTES s1 16 Ro.c.UNLESS OTHERWISE NOTED. NTERIOR WALLS SHAu SE-0IS.O.C.UNLESS Ia-a• a-a e•_r x-a OTHERWISE NOTED. S.CONTRACTOR SHALL VERIFY IRIR oa To oNEEalro+c.1 I_S =En TIONS PRIOR T. - ASSC IOn.CONTRACTOR CORPEC OR ,GGIG OR r ryi 0 MENSSONs HOT BROUGHT TO THE- -----;--- ATTENTION OF THE DESIGNER. i CL ^`1 WETBAR BEDROOM#4 I § � CLOSET �� I � • NO. REVISION DATE 0 co EB,O R^ GUEST SUITE BEDROOM W v coM OTTOBE —_____ I�I CI—EH R.I—�INGIGIN,.IANTNRlA=o uiFR6t"ER CLOSE= —-� I— DRESS WRITTEN CLOSET _ IORTISIDE DESIGN ASSOCInt i l l BEDROOM#2 1° BEDROOM#3 , iI € i»�Tr ea �I � DESIGNER: NOR'I'liSIDE OF IC N __- -_---- ASSOC", CLOSET CLOSET —i BATH; jI In I — 3I n°zdlx 1'_ I ST RUCTURAL ENGINEER.'� I I TAYLOR — DESIGN LLC STAMP: ,II I Ili III '� VAULT 'PROJECT - PROJECT: CLG, PROPOSED § ANDREA PINTO { I RESIDENCE C—LIJAH'S ROAD CENTERVILLE.MA • • • TITLE: PROPOSED FLOOR PLAN SCALE 118"-1'-0' PROPOSED AREA ® SECOND FLOOR PLAN o 21 4 8 TOTAL LIVING 1618 SF 2ND FLOOR LIVING 1282 SF PROJECT M: SHEET TOTAL LIVING AREA 2.618 SF ]-26 A.2 GARAGE 672 SF OECIV SCREEN PORCH 800 SF OF �+ TOTAL AREA A.020 SF DATE. P+ 1/17/18 A c, GENERAL NOTES 1.ALL•✓ Q.- BE 2 EXTERIOR HALL x6 @ 11fi O.C.UNLESS a- OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16-O.C.UNLESS 10.-0. 12'_0' 24'-0' 9'-10, 21'-B• OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 6'-0' 12'-0• 6'-0• ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. STONE VENEER A RETAINING WALLA 6 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR r 2517 25I7 --- ----- ------- ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO OUTLINE OF I THE ATTENTION OF THE GARAGE ABOVE I DESIGNER. 1 I B c c I it I Tr m I 1 C PROPOSED IMECHANICAL/ ORI c I NO. REVISION DATE i OUTLINE OF STO RAGE I �, 1 DECK ABOVE ( I C COPYRIGHT NORTHSIDE HEREBY 7VJ2 EXPRESSLY TW2446 1 ^... ... i I RESERVES ITS COMMON LAW �T COPYRIGHT. I 3 I THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR 1 m - COPIED IN ANY FORM OR MANNER I WHATSOEVER WITHOUT FIRST g OBTAINING THE EXPRESS WRITTEN -.Ic 1 PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. II II II II. II II II m If If BUILDER: II II II n If It n 11 1 n n n n n n n n l II II tl In, II II II II I ' -- II 11 11 A II II II II 1 r FULL HGT. ,,U_, II II 11 II II II tl II 1 14'-ql�' 4.4 T - 4 ��2 7'-2' I ———————— ---------j 0 II II II 11 II n II I PROPOSED FULL HST. II 11 II II II II A 11 I _,—_ FAMILY 4x4 POST � nnnInnI nInIunII nInIInIII n1ninn1t nInnnnI nIntlnnI In,upnInnI InInnII I1Ill �+ A. ROOM i z Ica ......--•-'---•....................................................... oI ....-.................... -........ _ D A DESIGNER: 7 NORTH$ID E PROPOSED A DESIGNWET BAR/ II II II II II II II II I " � KITCHEN l=J' PROP sev ASSOCIATES n n II n n u n n l � BAH o n n n n n n n e --1r--n--m----rt---d —m-- ^ � ® DISTINRIVE RESIDENTIAL&COMMERCIAL DESIGN r-n 141 MAIN STREET•YARMOVTNPORT•MA M673 n n n a n n n 1 1 (508)362-2230 (5081362-9802 I NORTHSIDEDESIGN.COM 9'-4V4 - -4✓4 / I NO--IDEI@-M—.NEf ________________� CONTRACTOR To � 1O i _ STRUCTURAL ENGINEER: PROVIDE GAS, WATERTAYLOR ELECTRICAL TO THE I :. ..., .. ....•: .. _ OUTDOOR KITCHEN, I :,.•. ....o.-. ,., .:.:•. - TYPICAL i STONE VENEER DESIGN LLC I RETAINING WALL STAMP: I I I 1 OUTLINE OF I __@)------------wy-- ---- --------- PROJECT: 1 PROPOSED I ANDREA PINTO E .............OUTL'INE-oP9cReErr.......................-----.........1 E RESIDENCE 1 I A.7 PORC61 ABOVE 1 A.7 I^ f 395 CAP'N LIJAH'S ROAD --- ------ ---- ---- I � STONE VENEER � CENTERVILLE,MA. ———'I RETAINING WALL I ——— 1 C —— A.6 e6'—o' ( 9'—l0• TITLE -Ir I BASEMENT PLAN SRETA RETAINING WALL �; PROPOSED AREA SCALE:1/8"_,'-o" I 1ST FLOOR LIVING 1394 SF 0 1 2 4 8 BASEMENT FLOOR PLAN 2ND FLOOR LIVING 1496 SF BASEMENT LIVING 862SF PROJECT#: SHEET TOTAL LIVING AREA 3,752 SF ,. 17-26 A.1 GARAGE 82 SF FOR CONSTRUCTION OF DECK/SCREEN PORCH 21 SF DATE: TOTAL AREA 5,093 SF 3/6/18 13 yd t 1; GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 24'_0" V-b" 26'-0" . BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 12'-0' 12'-0" 13'-0" '°'� 3.CONTRACTOR SHALL VERIFY L„I„f ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. p; 7J 4.CONTRACTOR SHALL VERIFY 5 ALL DIMENSIONS PRIOR TO A.6 �-.h CONSTRUCTION. CONTRACTOR Cyl ASSUMES RESPONSIBILITY FOR r:- ANY MISSING OR INCORRECT Tw2442 Twl<4s 310 `° DIMENSIONS NOT BROUGHT TO ' CD p^� THE ATTENTION OF THE 3T 0 '\ \ DESIGNER. 4,_4" 13'-113/4" _____ 5'-%V2 v B .......4.. ....... .................... ...................................J.................... ............2 a B y CLZ o A.6 2° 5_1 4'-sy.p.._.. A.6 0 N HriV CLO�Q WHaT2° _ NNN REVISION DATE A.6 PROPOSED - @ 7.75' � ' BEDROOM#4 Q 10 II 12 13 14R m © COPYRIGHT 3 3 9 NORTHSIDE HEREBY EXPRESSLY _ 8 PROPOSED PROPOSED 111 RESERVES ITS COMMON LAW - 7 -G-fEsT ITE - EDROOM— COPYRIGHT. m N \ THESE PLANS ARE NOT TO BE 6 o REPRODUCED,CHANGED OR 5 mi COPIED IN ANY FORM OR MANNER WHa2'O" = 2_20ST � 4 WHATSOEVER WTHOUT OBTAIN NG THE EXPRESS WRITTEN 8 " CL - 4'- 3 3'_9" 7,_1" 2,_4"2�� 4'-6y2' 4,_2�4u EC — PERMISSION AND CONSENT OF CLO z __ ____ 2_2050 1 � ADJ NORTHSIDE DESIGN ASSOCIATES. O PROPOSED PROPOSED 0 f SHLV O W.�:Ci. W.I.�i.0 28 7 Tv 9 WH:t5'6° m • o BUILDER: y16`O0 II q 1 PROPOSED 7 T-2yq -10 -�z" BATH Q 13 " N 14 o m D 310 = ry PROPOSED °0 7511— PROPOSED D BEDROOM#2 28s8 FULL H6T.@ e•o4"t A.7 .............BEDROOM#3 . .............. 4x4-PpgT X ........................ A DESIGNER: 44 POST NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 2 E O C 141 MAIN STREET'YARMOUTHPORT'MA 02675 m N PROPOSED 5'-b" 26'-0" - ISM)362-2210 (508)362-9802 WH:34 ° m BATH :t4:0" NORTHSIDEDESIGN.COM rt1 NORTHSIDE3@C0MCAST.NET 'v5 s iaLEeR STRUCTURAL ENGINEER: TAYLOR TVJ2310 TN2310 R DESIGN LLC STAMP: '-4" .. (DORYIER) 30-0" \ `❑� 1 VAULT PROJECT: CLG. PROPOSED a ANDREA PINTO E E RESIDENCE A 7 A 7 1 39 C NTERVIL AD E,MA. cl 3D \ c TITLE 16'-0" i ND FLOOR uu PLAN . PROPOSED AREA SCALE:1/8"=V-0^ 1ST FLOOR LIVING 1394 SF S 0 1 2 4 8 2ND FLOOR LIVING 1496 SF S E C O N D FLOOR PLAN BASEMENT LIVING 862 SIF PROJECT#: SHEET TOTAL LIVING AREA 3,752 SF ` 17-26 A.3 1 GARAGE 52 SF FOR CONSTRUCTION DATE: OF DECK/SCREEN PORCH 821 SF TOTAL AREA 5,093 SIF 1 5/29/18 13'` t SYSTEM DESIGN: 6 BEDROOM HOUSE NOTES SEE PLANS BY GORDON CLARK \ TOP FOUND. EL. 110.0' S i STEM PROI-ILE ALL SYSTEM COMPONENTS SHALL BE 1. DATUM IS NAVD 88 LEGEND GARBAGE DISPOSER IS NOT ALLOWED NORTHSIDE DESIGN ASSOCIATES MARKED WITH MAGNETIC TAPE OR 5 BEDROOM HOUSE PLUS 1 BR FAMILY APT OVER GAR. COORDINATE EXACT GRADES AGAINST COMPARABLE MEANS FOR FUTURE LOCATION. (NOT TO SCALE) 2. MUNICIPAL WATER IS AVAILABLE HOUSE WITH ENGINEER/BUILDING DESIGNER ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE. Rd (COUNTS WALKOUT BASEMENT FINISHED AS 1 POTENTIAL BR) 2",PEASTONE OR GEOTEXTILE 3. MINIMUM PIPE PITCH; TO BE 1/8" PER FOOT. °� 99 - EXISTING CONTOUR Ser ice SLAB 100.75 FILTER FABRIC OVER STONE , X -99-1 EXIST. SPOT ELEV. DESIGN FLOW: 6 BEDROOMS 110 GPD = 660 GPD 99 0 92•2' f 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS -[99]- PROPOSED CONTOUR USE A 660 GPD DESIGN FLOW - MINIMUM .75' OF COVER OVER PRECAST n " 2% SLOPE REQUIRED BLOCKS ORSYSTEM 89.5-91.0 TO BE AASHO H-LQ oµ5t�ee PRECAST H 10 88.07 NOTE: MIN. WALL THICKNESS 2 PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. 0 �� HSE + FAMILY APT = 2 COMPARTMENT SEPTIC TANK REQ. RISERS (rrP.) [98.4� PROPOSED SPOT EL. 2'm 89.2't 4"0SCH40 PVC MORTAR ALL INVERT IN $7.17 - ( ) - AL. MIN. PIPES LEVEL 1ST 2' L COMPONENTS 1ST COMP. SEPTIC TANK: 660 GPD 2 - 1320 G +, I 2 5' (�P) 3' , 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH oQ TH1 0 CMR 15 000 2ND COMP. SEPTIC TANK: 660 GPD (1) 660 GAL. MIN. TEST HOLE ':3':� 96.0 ENDS E V ' °_� �� SID S 10" t 9" 10" t 9" °•. •. o vo 0 88.0 31 (TITLE `;.) USE A 2500 GAL. DUAL COMPARTMENT SEPTIC' TANK 88.25 TEE TEE TEE TEE 88.00 ;°°°°°° ®®®�®®®��®® mmmmmmmOP�Of� °°09000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO WeQuaquet 2500 GAL H-10 0 0 0 0 0 6" MIN. SUMP °°°° �fJf�f�mOf�f�J®®® m(]0�0®f�I�fJf�O 2% SLOPE OF GROUND 1350 GAL 1ST COMP, 1066 GAL. 2ND COMP. O.K. SEPTIC TANK ,. GAS BAFFLE:; °0 12" MIN. INT. DIM. N > 00000go 0 o a o 0 0 0 0 0 ,gogog°g° BE USED FOR LOT LINE STAKING OR ANY OTHER - mmmmmmmmmmm mmmmm®®a®®® °g Lake I 1350 GAL. COMP. 1066 GAL. ' °° ° PURPOSE. s.11' 4ss' 87.55' 87.38' °°°g o°°°°°°° 85.17 UTILITY POLE LEACHING: °°°°°°° �� o WATERTEST D'BOX 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o SIDES: 2 (50.5 + 12.83) 2 (.74) = 187.5 GPD �0000006-; 0;00000;o;o;oa00000;O;000;0000o FOR LEVELNESS L 00000000000000000000000 11 0000oo„o o.,o.,09090a�o000?ogogogo.,o.,o,o,o• H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL �CylzllFIRE HYDRANT 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. o Q NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 50.5 x 12.83 .74 = 479.5 GPD 5'-0" LIQ. LEVEL (ACME OR EQUAL) W/ 4" BAFFLE ALL AROUND PRECAST STRUCTURES (5) UNITS REQUIRED WI COMPONENTS NOT TO 8E RD OF OR CONCEALED Q o ( ) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.5' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND v � boo 12' X 6.5' X T HIGH OR EQ. ;6" CRUSHED STONE OR MECHANICAL TOTAL 901 S.F. 667 GPD COMPACTION. (15.221 [21) PERMISSION OBTAINED FROM BOARD OF HEALTH. �eKe �t tO 10. CONTRACTOR SHALL i3E RESPONSIBLE FOR CALLING (17 9; SLOPE) ( 2 � SLOPE) (�% SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) LEACHING LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES *THE INSTALLER SHALL VERIFY THE WITH 4' STONE AT ENDS AND 4' AT SIDES FOUNDATION- 47' SEPTIC TANK 22' D' BOX 21' 7s.0' BOTTOM TH-3 PRIOR TO COMMENCEMENT OF WORK. LOCATIONS OF ALL UTILITIES AND ALL FACILITY NO GROUNDWATER FOUND LOCUS MAP BUILDING SEWER OUTLETS AND *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ELEVATIONS PRIOR TO INSTALLING ANY UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS REMOVED 5' BENEATH AND AROUND THE PROPOSED NOT TO SCALE PORTION OF SEPTIC SYSTEM LEACHING FACILITY. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM MA 'ICAN GREEN JUTE NETTING ASSESSORS MAP 194 PARCEL 26-6 ,, \ 12. PROVIDE NORTH AMEf� APPROVED DATE BOARD OF HEALTH \� \ STAPLED TO ALL EARTH SLOPES > 10%. PROVIDE 4" v MINIMUM LOAM & SEED ALL DISTURBED AREAS. MAINTAIN DB 20228 PG 20 s UNTIL STABLE. D MAP 194 PCL 026�004 o 0) SLOPES AS REQUIRED UN LOT 4 PLAN BOOK 625 PG 37 8 - N13 042 "E N NN 13. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS `9 WITH APPROPRIATE VENDORS, APPROXIMATE LOCATIONS p 364.81' � SHOWN' ZONING SUMMARY i .I ER SION NTR L N TING ON 14. NOTE AREA DRAINS TD SIX INCH-SDR35 CONVEYANCE a : 0 3: CUT OPE LOA & S ED MA 194 CL 0 -005 PIPE TO DAYLIGHT AT 1%',MIN. AS SHOWN, CONNECT ROOF ZONING DISTRICT: RC RESIDENTIAL DISTRICT DRAINS TO PIPE, PROVIDE.15 SF RIP'RAP LEVEL RPOD OVERLAY DISTRICT (2 AC.) ALT. 1: 1 B ULDE RE WAL cn A SPREADER AT;END, FILTER FABRIC UNDER. �o PROVIDED: 15. COORDINATE WALLS WTH FOUNDATION PLAN BY MIN. LOT SIZE 87,120 S.F. 87,307 SF N" \ NORTHSIDE DESIGN. FULL SIZE KEYSTONE RETAINING MIN. LOT FRONTAGE 20' 152.01' WALLS WITH GEOTEXTILE FABRIC TIEBACKS OR REINFORCED f LOT 4 CONCRETE WALLS REQUIRED FOR ALL WALLS SUPPORTING MIN. FRONT SETBACK 20' S4.8' 30 N OVER FOUR FEET OF UNBXLANCED FILL, DESIGN BY MIN. SIDE SETBACK 10' 12.4' i S• F. OTHERS. HEAVY DUTY GUAD RAIL AT WALL BY DRIVE, MIN. REAR SETBACK 10' 163.7' FENCE OR PLANTINGS PREVENTING WALKING NEAR ALL , �. oo �l MAX. BUILDING HEIGHT 30 22 TO TOP PLATE f-1 / \ \ WALLS >30' HIGH. PROPOSED USE: SINGLE FAMILY HOME WITH AP 194 PCL 0 -006 �7- �S ; ACCESSORY FAMILY APT. OVER GARAGE (450 SF.) MAP 193 PCL 101 / �� TEST HOLE LOGS �9g �701/ �j03 J �70s 9J \ w 79 ENGINEER: DANIEL E. GONSALVES, SE #13587 REFERENCE PLAN OF LAND BY DOWN CAPE C ENGINEERING, INC. DATED 2-4-08 625/37 WITNESS: DAVID STANTON, RS SITE IS WITHIN AP GROUNDWATER OVERLAY \ / \ DATE: 1/12/16 SITE IS NOT LOCATED WITHIN A ZONE II SITE IS NOT LOCATED IN THE ESTUARINE ZONE o \ PERC. RATE _ < 2 MIN/INCH � LEVEL LAWN A A EA \ CLASS I SOILS P# 14946 \ CD S, \ 0.25 AC. o� 87 \ 3 \ o \ ELEV. ELEV. ELEV. ELEV. 1 0" 92.0' 0„ 92.0' 0" `V 91.0' 0" 91.0' \ �\ \ �' \ \ o _� A A A A 9j BEN HMARK: NAIL TO E SE \, \ LS > ELEV. TION 92.0 NAVD88 �1 I '09 • SL LS � . 10YR 10YR 4 1 10YR 4 1 ,. ,,, ,.; . .. , 4/1 / 10YR 4 1 / „ _ , Is AREA b 91:5 6 91.5 3\ -1-fN�"' E� I•-I Q _ � - 8 y0.33 8 �0.3� - 1 00 3.PCL 1 \ MA 4 _: B B � B g 8g - �95 n \ \ I BENCH NAIL T E SE STANL a� \ \ RIAN R I NATION 11 .0 NAVD8 SL SL LS LS Ey o \ i IN TREE THIS A A 10YR 6/6 1OYR 6/6 1OYR 6/6 10YR 6/6 , DEAN ` I 26 tf 89.83' 26 89.83' 30 88.5 30 88.5 PAMELA \ d,9 V L1JA CAPS 9, \ ��0 1 q 4, Io MAP 194 PCL 02 - CEN TER V ^! I, MA 02632 \ 9 ��TO � �yp C 95 \ ' ` G I� PERC C PERC C C (� \ y T �� I --� 50 FS FS PERC FS FS p 2.5Y 6/3 2.5Y 6/4 2.5Y 7/4 2.5Y 7/4 //TH4 '�° cos T [1 2.71 ,� ��� 144" 80.0' 144" 80.0' 144" 79.0' 144" 79.0' 0 00 A.D. �` NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED T 2 07.01 3 N o o \ 102 93 o� ][ a Q TITLE 5 SITE PLAN 99 \ �,9 0 OF Q` [ 07.5] 9� [1 8.0 N _ 3 9 C N L I J A R 00*%, A D\ zo, EROSIO CONTR LOAM I & 0 SEED \ 9 [108. ] 9 rr � 1L a w o5 3: 1 FILL LOPE, 0 109.0 c� ^� E R I E A \ PREPARED FOR • Ss,, ; ANDREA PII�lT® ILO DATE: 1 -16-2018 MAP 193 PCL 104 \ o _ Scale: 1"= 20' 103 \ PAID RETAINI G ALL SEE NOTE cn o �0 20 3o ao 5o FEET \ (TYP.) I co �� OFMq N M off 508-362-4541 o _� �s yam ssq � Sqc fax 508-362-9880 DANIELA DANIEL y� downcope.com v °< 113. A. .� o w �o OJALA CIVIL c jAd A down cape engIneering, Inc. 78.72' 09 ""- 046502 No.40 80 o � ,STSW� n � °FES n l g ee/"s _-------- --- a my ad l� 6-�4� �Fssc"s,4 �� q spa land surveyors hs 939 Main Street ( Rte 6A) D BENCHMARK: MAG NAIL SET DATE a � a L S. �o� ELEVATION 109.09 NAVD88 YARMOUTHPORT MA 02675 DCE # 18-006 AG cap \ EXISTING PAVED P IC TOWN WAY DANIEL A. OJALA, P.E., P \ THIS POINT 45 TO M 18-006 PINTO.DWG ,