Loading...
HomeMy WebLinkAbout0026 HIGH NOON DRIVE - Health 26 HIGH NOON DPdVE Centerville _ A = 193 — 225 SMEAD No.2-153LOR UPC 12534 smaad.com • Made in USA 4cycleb 4 � . 4ac►r1M? MUSH MSMOMUM SFI MM CFR11F1ED SDURC7NG VAVW3FFNOGAAAl0W A'4 TOWN OF BARNSTABLE LOCATION ��J &a A/ Q4- SEWAGE# — O VILLAGE C4✓6�;i'V111j5 _ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type)2 f00 i�?i+►� f�^/'s' (size) NO.OF BEDROOMS OWNER PERMIT DATE: 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 300 feet of leaching facility) Feet FURNISHED BY s Imp 1 13 2so,y., . , ® o 20 . C�' 3^ Ss _ r. 11 iq No. �c� ,50 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS RppYiratiou for Misposal �&pstem Coustrurtion Permit Application for a Permit to Construct X Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 26 ly°h NWA Dl, Caffifif Ow er's Name ddress,and Tel.No. Assessor's Map/Parcel Iq✓� Ins Her's a Address,and Tel.No�f'D $0$—� -71s,4 Designe 's Dame,Address Ad Tel Nd. .010 '/ -� ACV hS �ol "o Type of Building: Dwelling No.of Bedrooms - Lot Size �� 'V_V'e sq.ft. Garbage Grinder( ) Other Type of Building Siggle 4µ,� No.of Persons Showers( ) Cafeteria( ) Other Fixtures QQ Design Flow(min.required) 3 3 Q gpd Design flow provided 3 J gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 5© � Type of S.A.S. 02 csoo _C?Ax C� 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 to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. i e Date Application Approv b Date Application Disapproved by Date for the following reasons Permit No. --' �� Date Issued 7 No. v /y S— CJ� � t � a& N. ..s Fee ��o THE COMMONWEAL OF M;6SAC-HUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWOF BARNSTABLE, MASSACHUSETTS Zippiication for M sposal ipstent Construction Permit Application for a Permit to Construct X Repair( ) ,Upgrade( Abandon( ) ❑Complete System ❑Individual Components EAssessor's n Address or Lot No. � jj�h NwA D/ Ow er's Name, ddress,and Tel.No. u{ a�� ✓ j �+ re,,4 ,and 7rU 5�In N a 1 Map/Parcel 1�✓� 2 7 Aopa po f et, r's ame Add ess and Te11 No.3 4 3`,�$Q-�'$'„� Designer's 1�ame,Address and Tel.No. ENZviA?, c�"i�r �/V 93`()Wh P f"'r Type of Building: Dwelling No.of Bedrooms Lot Size cxife sq.ft. Garbage Grinder( ) -r"Other Type of Building B e It +'AAI Y �rA-0 No.of Persons Showers( ) Cafeteria( ) Other Fixtures q r - 1 Design Flow(min.required) �J gpd Design flow provided1gpd Plan Date Number of sheets Revision Date .. , .. Title Size of Septic Tank S d OType of S.A.S. OC7 _� C'�le vr� ��tk✓ 1 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: } Agreement: �i The undersigned agrees to ensure the construction and maintenance of the afore described on-site Y sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. a Date Application Approvictb Date l'� ))4 Application Disapproved by Date for the following reasons ti Permit No. `�(D 44 _ C Date Issued ----------------------------------------------------------------------- ------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that thPAP site wppag ' posa y e �.Constructed(�) Repaired( ) Upgraded( ) Abandoned( )by C�/ t ,!y n at ?4 hh4 h Alooli /' ��'a�fP f U �'2 rT has been constructed in accordance with the provisions// �pof Title 5 and the for Disposal System Construction Permit N �/�� C J dated Installer),I;I;s reY reC1$ Designer o u/!9 #bedrooms Approved desiOnAow gp The issuance of this permit hall not con rued as a guarantee that the system 1 c on as de ' ned Date Inspector r ,�C = ---------------------- - -- ----- ----------------------------------------------------------------../---------------------=---------- �.� No. �`C� —..G� � Fee 15 a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mispoosal *pstem Construction Permit Permission is hereby granted to Construct(!/) Re air( ) Upgrade( ) Abandon( ) System located at 26 mq bor � CPn fer u"�I Ie /19A r� 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. i Provided:Construction mu t e co leted ithin three years of the date of this pe r. Date Approved by FROM :down cape engineering inc FAX NO. :150836213880 Sep. 22 2014 01:33PM P1 "I"oWul of Barnstable .tN�,,61�4�,�.�h�1TAF4"T�• � I11lIIN5AADI15, _ 0, MIS& Public Health DMs'ioim Director 200 mina Strew t,111yanenig,MA 02601 Offi,cB_ 509 -62-n,.644. Fax: 503-790-6-A04 Iius t lR�n&D�e i anew t' '�n'ne�.tna>m.lk+'0.AMI Date- P_ lCDaambpa r: �Ovovk e, r linnrxts<➢l br: l! o ,r jee�l c 0- - - -' was issued a permit to in6tal�.2_ (date} � (iustall'er) _ weptic system si k n n000 t�s�l Ve bmsed 17n a do sign drawn by (aV ddmse) f cS'1�1Zt. _ 1 mit'Lflyl 'tltat'.h.c 5eptlr, System Iduenced. sbovi- W,93 im;bill.ed .YabsUiAiall'y accordir.-g-to h.e uc:,sigfl,which Miy' incI100 minor u7. iuv d Chimes such. a..q .Lateral-relocation of flat di.s•tribu:Iion box fl:ad/(Y septic tank, I ceilu"y that the septic sySlom._dauncud abu'vo was iustal'.ed with,Tnajor chanps (I.e. ereatel,ILa:d 10, late)-al.Telocudon,of to SAS oT any-vatic,,l reiocatioa of any cumponem-Lf ofttie:Yepli�sy st;rn) but in a.ccop: _tee wi..:lt Mate I.ncal;Zavguiatious. l"?.flt�.t�vi"ic.n ur oertifird,as-b'liil.t by designer to fallow (fin i cr s 5.io,7ts� +pwv " cai�rler'z i.snai�ar�) (: i7iiL)'zi PC'3$taml TTeT..e) TP1,3111,R�3,i J ld T'¢� t�J l'd i�41 �,� i�eJ�LIC` tBEA11H AiNISKON. C-KRA•.LJCICWET t0]R � fCF,.Wa.[,rr :NOT. SEE aE'LiEW v�ITi-YE.r UCg�. 1W 1 ?L1 AND IT l i 1L A P,Pd,S�.`ABLE F OBLI 'HEALTH DIV181U.N. 'YKANKYOU. n.YY� lA,/C�.d:�11 M.�ti ia,•OrM-Rrafirm F7nrm i-9fi-m dnr. Town of Barnstable Departitaont of Regulatory.Services MASS. p ]Public Health.]Division Date r�Id 200 Main Street,Hyannis MA 02601 / lrY U taTT p �; Date Scheduled. `h`l.- , r >" Time F' A00 • � �uitability Soi ` Assessment,f or Se p l Performed-By: Witnessed By; f LOCATION&['f1 G NFRAL INFORMATION Location Address ZOO / L rl 0 0 � r•� p Owner's Namc � 1��/� e ���jjjJJJ Address `LC Assessor's Map/Parccl: �� Z5 Engineer's Name (� 0 LV 1ti �Q p Q NEW CONSTRUCTION .REPAIR Telephone# Land Use: its-,o ,:! Slopes(36) Surface Stones Distance's from: Open Water Body—, tt Possible Wet Area r ft Drinking Water Well / 4 ' ft Drainage Way am`` ft Property Line -`� ft Other £t SIM,-TCH,(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands-in proximity to holes) ti Parent material(geologic) "'f�`' %`.- '� ? Depth to Bedraclt c. Depth to Groundwater: Slandtng Water in Hole:- - Waeping from Pit FA Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER T.A BLS R .Method Used -_- Depth Observed standing in obs.hole: Iu, Deptt to s411 mottles: Depth to weeping from side of obs.hole. ]n, Groundwater Adjustment R. Index Well# heading Date: Index Well 1pYo1 _:_ Adj,Actor— Adj.(drouttdwa ter l.®vxl , PERCOLATION TEST 4' Observation a _ Hole# Tima at 9" Depth of Pere l T) I Time at6" Start Pre-soak Time @ -- Time(9"-6") End Pro-soak - Rate Min./Ianch s" r, Slte Sultability Assessment; Sltc Passed l.. Sitg Palled: Additional Testing Needed(X/N)/V Original: Public Health Division Observation Holtr Data To Be Completed ou Back------- • t ***If percolation test is to be conducted witbia 100' of wetland,you must first Uotiify the. Barnstable Cousgvatiou Division at least one(1)week prior to begirwiug. Q:1SRPTICu'ERCF0RM.D O C L - DEEP-OBSERVATIONROLE4 LOG ][bolo# Dcptli from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;13ou1ders, j o i ten y 96'Cravcll , r � 1r �s J" �i:a ,✓!• \'" duo..% \ �ti � .lfl✓ ' � a j / 7 D]EE+P 013S ERW-TION ROLE LOG Tole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell Mottling (structure,Stones,l3orilders. . onsis en C/o Grave ]SEEP OBSERVATION ROLE LOG Role . Depthfrom Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,)30ulders. Co i tc c a c Lr �,'jC � .r it C v �'S IrI � f BEEP OBSERVATION ROLF,LOG Bolo# � Depth from Soil Horizon Soil Texture Soil Color 51311 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;boulders. _ Co si tan 6 ? X i Flood Inmrance Rate Map:. Above 500 year;hood boundary No Yes Witldn 500 year boundary No Yes Within 100 year flood boundary No, Yes Depth of nturally Occurring pervious Material Does at least four feet of naturally occurring pervious material exist in.all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material Certi-ication / I certify that on l if 7 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in�10 CMR 15.017. Signature r.' . �. -- �--- Date ; ; ' Q:15.g1''l'IC�P�RC1�ORlv1.DOC . 88'-0" 22'-0„ 10.X 18'DECK__-_— 3'-8" 15'-10" 12'-6" 11'-0" 6'-0° p O TI 3-0' J'$ ------______• •_______i ^ 2-6• 3'$ 2$ w-v N LJ ---]-a______- MM BREAKFAST ®� W 'a o OP WDER� ---__ W.I.C. ®' rn KITCHEN __ S "v 2$ � w MASTER BATH co x N t 4 4 5'-61h UN. N N I A � � N ' O! N Q ee VF m BOOKS 16'-6" - T-4" OQ' O tV NSHEAR IAFA SIB PLYWOOD ONE __________i______ ___ ._ 2-6� .______-______ ______��SHEAR WALL- SIDE NAILED O GREAT ROOM((�YII ------ - N Nsm.PLYWOOD ONE W)8d 017.N8'D. 31/2D LyLSEA61ABOyE 3177' - 312D. _ ____ _SIDE-NAILED .L" ANCHOR BOLTS 32 C.C. 6TEEL BEAM ABOVE COL UPCAL D. STL COL J V' ANCHOR BOLTS'0. p THIS WALL SCHED.aO SCHEO.aO I - STL L Q? ANCHOR BOLT53T C.C. CV \ ___-_-__ N 2 Z THIS WALL ID BOOKS _ _ --- SHEAR WALL- MUD ROOM SHEAR WA - O MASTER SUP E 13'-01fz" DINING 8/8'PLYWODDONE SW PLYWOOD ONE GARAGE - _ SIDE-NAILED SIDE NAILED t S § O 21'-&fz° = W/Bd a•/12-SIS9. W/Bd Irl" 5ffiD. 5/8'F.C.GYP.BD.Q 1� - "\r' Q ANCHOR BOLTS 32 C.C. ANCHOR BOLTS 32 C.C. CEIL.BI HOUSE WALL tV ' THIS WALL _ THIS WALL A N ' I? - 1-9 $n UP - !�/{_l .e DINING I ----------...o -- O CIOI. I" �(oPEN ro AeovE) .._ _- Q c Q �y N 14 6'-p• 10'-0" 6'.0" —4�_p"---------6'-U --- T,_O„_--------------�'-0"-- 6�-0"----------41 --- 60 � - ---------- - -----_ =COVERED PORCH-_-----._----------------- - — -- — -- 6-10" 6-10" ------ ----- ,} 6'-10" 6'-10„ 27-0" 34'-0° T-O" 25'-0" 88'-01 OLSON DESIGN ASSOCIATES O� FIRST FLOOR PLAN 1529 S.F. LIV.AREA 555 S.F. GARAGE L DENNIS PORT,MA 02639 508-7754300 email-olsondesign@vedmn.net SCALE 1/4" = 1'-0'I JUSTIN HUDOCK 26 HIGH NOON DRIVE CENTERVILLE,MA. K ,q FIRST FLOOR PLAN D.O.S R 2TURAL r d NO.TUe C 4NLmL 9y. E��6iE0.f a4"e I�15y' Dep: nAn""�G 3lQ`1 MAR,21,2014 34-0" 3'-51h" 2r-1" T-51/z" 3'-11ffz" 9-7" 9,-r' 31_111 - - a a T-D° 3-0 0O o 5'-0° BATH 'C 5r----,a, 4 Op 3 7-0" 9-6-A' r-0° m}3 ION. tp ROOF ROOF CT UNE M.POSTS . C aXa WD.vosTs O oP To NOR.M. N BEDROOM#2 111 t00AMNs BEDROOM#3 m C7A 11NE WD.POSTS ROOF ROOF 13'-0" 3-5° 13'-0" . OPEN TO BELOW in a 'v b a'-s° 34'-d' PORCH ROOF SECOND FLOOR PLAN 753 SF LIVING AREA SCALE 1/4'=1'-D° OLSON DESIGN ASSOCIATES - FODDENNIS PORT,MA.02639 506-775-4300 eme1L olsondeslgnwerizon.net JUSTIN HUDOCK 26 HIGH NOON DRIVE H SECOND FLOOR PLAN . F �esnov �u SNO ae gg n O,awn A' D.O. A-4 MAR.10,2014 8'_6yh• 81_91h• - - 10"D.SONO TUBES W( FOOT FOOTINGS (2)#4 VERT.ON BIG -------- '7-------'�- 88'-0" 4 n 10'.X 18'DECK 2Z-O" b m 34'-0' 32'-W - 4'11" 2-91N, 5'-91 Z-V 6'-4° Z-6' 91-111/2" _ 2'-T D,a, 2,A, FULL I DROP NOATION FULL Hm HEIGHT - 4 e ° ., .---'---------s----------------------------------------- � °e•----STEP----- - -------------------------------------------------------- --- ---- a i 31/2'CONC.SLAB Sgo.ANCHOR PORTAL a 31/2CONC.SLAB in BOLTS®3r0.c. WALL 5 THIS WAU f T-V W.X 3'4°W.x 12D.CONC. 7-0° 23'-8" a FOOTINGS W/(3)#E.W.BOTT: CRAWL I Y W/31/2D.LALLY COLS. APACE _ ' • BEAM PKT. BEAM PKT. GARAGE 1 I I � CTI.oF; W/AIR SPACE #161 STEEL BEAM �I t #1 B2 STEEL BEAM - - -- --- #183 STEEL BEAM W!AIR SPACE. —-—-— — 4(p R 4 BMp, wtox3o 1,1 f wexle 1 W1OX26 4'CONC.SLABW/W.W.M. °9 q 4 !? LV `' — _------ _-=---=—=—=-;r =r--=—=—=---=---- '•*='`---`-=—=—=—=—=—=-- SLOPED TO DOORS N EXTERIOR INTERIOR I 2'CONC. - ; BEAM PKi. _1 j y___I ; ', I DUST CAP W/AIRSPACE 7MIN.—► COVER n 19'-7W 15'41A" 3'-3,N' 16'-51/.° #4 @ 12"C.C.VERT. 3 W.ACCESS DooR OPENING STEP �' 31/2 CONC.SLAB WAY /2, VERIFY LOC. _____ vEAIFYLO(1' 31 CONC.SLAB -fT'(3: ' � 1g_31�• •� (6)#4 EQUALL °? Wm nc mw way waD.ancHOR �►° SPACED HORIZ. ;p ° TYP.®MAIN , • ; �0 [S BOLTS®3r C.C. ----- ------- ..e - • ____ __ 1P�36___ ________ • � THIS WALL = � ____ _______________________________________ - ___ ___ ' - r e • 4 q DAMPROOFING TO GRADE-TYP. LV Y° ,• 77 N 1-(]11 1 011 11-011 THK.FOUNDAT 8° ION WALLS AT GA F (2)#4 VERT.ON BIG DO ,77 TYPICAL FOUNDATION WALLS- 12"D.SONO TUBES W/ MUD ROOM C.C. RAGE AND 10"THICK CONCRETE FOUNDATION WALLS ELS W/DAMPROOFING TO GRADE. F00T FOOTINGS(24°D.) I 4'LONG FROM — — — — W/#4 VERT @ 12"C.C.-(6)#4 CONT.SPACED I: I I I G EQUALLY-5/8°D.ANCHOR BOLTS-48"C.C. -(EXCEPT.THIS WALL-5/9 D.ANCHOR BOLTS @ 32"C. . ll -SHEAR WALL) ++C� ;---------------- — — —; � — — — — — #5012'C.C. 4(FS ALL ANCHOR BOLTS WITHINI2"OF ALL CORNERS-W/WASHER 111-0" 11,0, 11'-0" FRONT FOUNDATION WALL DETAIL &HOOK(6-INTO CONCRETE).2.10°W.X 1'-0"0. S. CONT.CONCRETE FOOTING W(4)#4 CONT.&#4 Q 1 'C.C. 22'-0° I 3W-O' I 6' 7-W 25'-0° - (RETAINING WALL) ALL OTHER FDN. ALL CONCRETE SHALL BE:3,00 P.S.I. 88'4 WALLS-SEE DETAIL ON #S-5 AT28DAYS. FOUNDATION PLAN NO SCALE ALL REBAR 40,000 P.S.I. - NO CONCRETE SHALL BE PLACED IN WATER SCALE 1/411 = 11_0n NOTE _ OD OLDENNISSPO T,MA.02639ASSOCIATE5 VERIFYBOTTOM OF FOOTINGS 508-7754300 email-olsonAeslgn@vedmn.net AND TOP OF FOUNDATION WALLS JUSTINHUDOCK 26 HIGH NOON DRIVE AT SITE. VERIFY WITH GRADES. CENTERV=,MA. o. F FOUNDATION PLAN �dsse� a" D.O. C■— 1 1 - �A StH0.19'q��C CliedeE Imo/n MAR.21,2014 ALL TEM LL E G E N D SYSTEM DESIGN. SYSTEM PROFILE MAR EDSWITHCMAGNETICTTAPEAOR BE NOTES Route 6 service Rd PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 99 - EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS NAVD88 --- TOP FOUND. EL. 72.5' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS AVAILABLE X 99• EXIST. SPOT ELEV. \ 71.0' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 71.0 99 DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD ' ] PROPOSED CONTOUR PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS BLOCKS OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. USE A 330 GPD DESIGN FLOW RISERS (1YP.) I PRECAST RISERS 2'0 4"OSCH40 PVC MORTAR ALL 4. DESIGN LOADING FOR SEPTIC TANK TO BE Locus 99 PROPOSED SPOT EL. PIPES LEVEL 1ST 2' _4' COMPONENTS INVERT IN 67.0' AASHO H-10 ; D'BOX & CHAMBERS TO BE H-20 TH 1 = �69 ENDS (T P') DES 68.0SEPTIC TANK: 330 GPD (2) 660 1500 GAL H-10 e ,°oeeeeee TEST HOLE 10" 14" ° ° ° ° 5. PIPE JOINTS TO BE MADE WATERTIGHT. 69.0' TEE SEPTIC TANK TEE ®®®® ®®®� OO���- OOO °°° o0 USE A 1500 GAL. SEPTIC TANK \68.75' Wequaquet 0 0 0 0 ° o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH o o°°°°°o°°°°° MIN. 12" INT. DIM. o ° '° 310 CMR 15.000 TITLE 5. Lake SLOPE OF GROUND GAS BAFFLE:.; +°o�o00°0°04 nj a0000000 ®®®Elm El ®� ®®®®®®®®®®® °°o°o°o° 2� MIN. 6" SUMP o°Qoo°°° ®®®®®®®®�®® ���®�®®®��® °0000'.' ( ) p LIQ. LEVEL (ACME OR EQUAL) ': 67.27 67 0 °°°o°a �o°°°°°° 65.0 UTILITY POLE LEACHING: '; ,. ..<•:. �:... ...: } 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO o 00 '? J°oo ° ° o ° oo ° ° ° ° ° ° ° o ° 000 I L BE USED FOR LOT LINE STAKING OR ANY OTHER ke� pc •p°p°°°°°°°°°p°°°°°°°p°°°°°o°°°°°p°°°o°°°o°o°p o SIDES: 2 /25 + 12.83 2 74 = 112 GPD "°°°°°°°" °°°°°°°°°"° "°" °°° 3 4 1 1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL PURPOSE. o r FIRE HYDRANT \ ) ( ) / "- - (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES � e NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 25 x 12.83 (.74) = 237 GPD 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. COMPACTION. (15.221 [23) 7.0' TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ( 2 % SLOPE) (1•8 % SLOPE) (1% SLOPE) WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (2) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) , LEACHING PERMISSION OBTAINED FROM BOARD OF HEALTH. * FOUNDATION- 10 SEPTIC TANK 83 D BOX 12 FACILITY 58.0' BOTTOM TH-3 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL WITH 4' STONE ALL AROUND NO GROUNDWATER FOUND DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE ELEVATIONS PRIOR TO INSTALLING ANY PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 193 PARCEL 225 REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LOT LIES WITHIN RESOURCE PROTECTION OVERLAY DISTRICT AND ESTUARINE PROTECTION DISTRICT TEST HOLE LOGS ZONING SUMMARY ENGINEER: DANIEL E. GONSALVES, SE #13587 ZONING DISTRICT: SPLIT: RC & RD-1 WITNESS: DONNA MIORANDI, RS DATE: 1/13/14 / MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' PERC. RATE _ < 2 MIN/INCH / MIN. LOT WIDTH 100' (125' IN RD-1) CLASS I SOILS P# 14235 MIN. FRONT SETBACK 20' (30' IN RD-1) MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10' MAX. BUILDING HEIGHT 30' ELEV. ELEV. REFERENCES A A LS LS DEED BOOK 24891 PAGE 181 4 lOYR 4/2 4 10YR 4/2 .}-56.74 PLAN BOOK 326 PAGE 27 B B LOT 9 SL SL � 20,870t SF 16" 10YR 5/6 70 2, 16„ 10YR 5/6 69 7, / ' C1 C1 M/CS M/CS 1.90 W/ GRAVEL W/ GRAVEL 54" 10YR 7/4 67.0' 54" 10YR 7/4 66.5' + 6 �\ PERC C2 C2 6 M/CS M/CS 120" 2.5Y 6/4 61 .5' 120" 2.5Y 6/4 61 .0' A`K- T E 62.5 _V. s3 't NO GROUNDWATER ENCOUNTERED _ o��� (:,(III61.96 68.95 +6 4. 6 6 .62 T%�k +66.8 +70.27 p0 F BOULDER+ .6 %+69.38 � ELEV. ELEV. ��y CO 0" 70.0 O" 70.0 +70. ,G� 5 62.58 LS LS +70. 10YR 3/2 10YR 3/2 � +70.34 '-- 6 3„ 70.96 9 4.69 \ 3, 70. 7o B B +71.?8 00 4. 6 SL SL O ��, 3 BENCHMARK: MAG 3 NAIL AT ELEV 703' �,�0 � \ PROPOSED ROCK WALL . . 1OYR 5/8 1OYR 5/8 1.5:1 MIN. SLOPE 30" 67.5' 30" 67.5 F. �ti STABILIZATION �S \ T.W. EL. 69' C1 C1 �2C\ +71.75 71.C3 + TH3 \ �� � M/CS M/CS �y TH1 - ' 4 1 OYR 7/3 1 CYR 7/3 9c�,A \� a.5; +66.68 - 36" 67.0' 36" 67.0' ' T V \ 72.48 TH \ PERC C2 C2 1\\,+� 64.67 M/CS M/CS 9� �� TITLE 5SITE PLAN 0.27 66.' 6 1 44" 10YR 6/4 58 0' 144" 10YR 6/4 58 0' 72.01 \ i 1. _ OF O //\/ 67.13 NO GROUNDWATER ENCOUNTERED + 84 1+69. o I` � 26 HIGH NOON DRIVE 0 ,4.5 CENTERVILLE, MA 71. 8 \ \+68.67 PREPARED FOR (off 508-362-4541 • +71. � ,,`-�^„ � � t^. '�< JUSTIN HUDOCK , fax 508-362-9880 71.10 �+ 1 8 downca e.com © p V u T off , NOfr;c �`„jwORA7 IHdPMq \ , G' a ++>�"/! /I� �'r//I //!C �,< F o � - sh . . DATE. AP R I L 4 2014 �"i o L"'AMI�LA. �� UAN!FLA � 'rY 4 DAIJIEI_ Cc \" \ ' }g Q - D'i�I C L �A. 6�' �Q D o OJP!-A `� OJf^,.'_A y. \ <• U \" k Scale: 1"= 20' � CI, I_ IA.� ri�I� �_ o�ALA Z, � oJ�;!�a /y �g 41 No.�G502 % '502 o No.40CE0 N0 f.:l2 0 civil engineers s 70.58 land surveyors w .�F`�c,RT a: Fs sTE� c�`�� `a; o ss -°e� .< oyes :�;>i 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 w �� 'LL 0 10 20 30 40 50 FEET �, ,QN �..,, N g, //^\\\\ \ �`..� �.�S�ON cL E... U♦;�I C�,,�' -, � VFr�G. w�- ' ' DATE DANIEL A. OJALA, `P.E., P.L.S. # > 3-30 > 13-301 HUDOCK.DWG