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HomeMy WebLinkAbout0430 HUCKINS NECK ROAD - Health 430 huckins Neck Road Centerville A = 233 030 SIIII eRECvLlfppo UPC 12543 No. 53LOR � A�n�oNS HASTINGS, MN l TABLE 33 - �hallopi Pond �....��••�"°�'� ���•ONE •�e�. 0 • � ( 1 \ 1 I mac. ��•'•'' // j / /Zia hve � � � t ,ICJ �� ��� \ \ ex• hw`�e �; �� \` \`� �1 reW dr e" `. \---------------- �D C,�. �a•4h i. W l G i ► � t .. t : - — � Q P �... �,ti > I oo � after i. 11°x ti7- M. U i _ � oX o t S 11 � _ - iGrr• Room t i t Forch I Firms{- r-lc7cr Fjan exts`� . �tyin area = I l40 �Itv iY1 JaYe.� 5 17 9t' I O1 Nd_�. 1 — I I 1 O-w I11 moxtSG 1 i I 'r — ————— I t I I I I PAP IiVin� area I I k - II i iiII� 1 From!-/West �leva�►on I I, Moog Ile TI I � I 11 t 1 1 EEESnow .dig.. oa1 a Ri jh+/Soar h Ele-rafion Map � 53 Page 1 of 1 Town of Barnstable Geographic Information System g1MMMjMM' Parcel Viewer Map Size Zoom Out In Custom Map IF Abutters I heA n (i� 1.= K KkC':d a 1.= JPG Map: 233 A 263020 Location: -040 233050001 2 . ......#21 0 2330�7233075 Owner: 401 233 26102 9 0600 2 233014i: �L,o;catiort In Map &Parce 233081 M033 2a3D #471 #67 N 6611 N sio Location 8 AN, 233048 Acreage 01'A T: #466' 4, .......................................... 1�""A Current 0w T Mailing Addi Al MaC I 3 - Y,C �76s 4 W% OW No wt-Cz k- 233047 48,4*6 33030 430 j, ft I ON 'U" jAppraised I "'WAW-03W- 06 Extra Featur k, 4� � ; � A , - q Rm W , 01, 41t9A2330S5 , rrr Out Building t , Land Buildings N 0 U, 'T,A Total Apprai .......... 233046 233031 -W 01 A essed V A' W Extra Featur 233046 233032 i 2 03,77 44 ._ Out Building et 380 Land , M033 #302 Buildings Total Assess Set Scale 1" = 224 I Aenal Photos I MAP DISCLAIMER Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comm( BarnstableMA v1,2.3357 FProdUCti0nj http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertylD=23303O 5/5/2009 TOWN OF BARNSTABLE �- LOCATION 46' v���"'�j J) =`'' �` SEWAGE VII.LAGE -- 'V' '� �' ASSESSOR'S MAP & LOT-2, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1,6 ep tins 57?- Ti 4 r LEACHING FACILITY: (type) ° �1�Jl�iS' (size) NO,OF BEDROOMS BUILDER OR OWNER ✓ � �����`' PERMIT DATE: 3 COMPLIANCE DATE: i a. 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 Lo— C 0 1 )L X r 14 6,2 L);.7 7",2S J No. V Li ltIG11 '� t Fee THE COMMONWEALTH OF MASSACHUSETTS'' > Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for Mizvool *p2;tem Construction Permit Application for a Permit to Construct( )Repair( )Upgra ed�Abandon( ) O Complete System ❑Individual Components Location Address oj Lot No// n Owner's Name,Address and Tel.No. Lrt//9�TL?� f9�./au/S Assessor's Map/Parcel 02 3—3 0� 1'l �` D yvG i�S /r/ !{- 1='.e 6T Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. _ Type of Building: Dwelling No.of Bedrooms C12- Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 gallons per day. Calculated daily flow.3 r-2 e 2 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank k,, i 1000 (2c,110n Type of S.A.S.Q_3 S'a o C 4'--9-h r'&=T: Description of Soil <7r' 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 Certifi- cate of Compliance has iss oard of Heal i Date Application Approve Date Application Disapproved for the following reasons Permit No. OQ�- —� Date Issued 319,00 ,11 - _# , , •����-�''' Fee THE COMMONWEALTH OF MASSACHUS ETT��,; `"�Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN.OF BARNSTABLEs MASSACHUSETTS Zlppricatton for Construction Permit Application for a Permit to Construct(---)�Rep ( )Upgrade( )Abandon( ) El Complete System 0-Individual Components Location Address' Lot No/ n Owner's Name,Address and Tel.No. Assessor's Map/Parcel /� s�c�'1i0 k' t� — `7�.�D GL i.vS fly EL Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Cl?— Lot Size sq.ft. Garbage Grinder( ) Other ! Type of Building No.of Persons Showers( ) Cafeteria( ) , Other Fixtures Design Flow 73 3 d gallons per day. Calculated daily flow.3 � 7 gallons. Plan Date Number of sheets Revision Date Title i Size of Septic Tank k_*0,nu 1 U(() 6-110 n Type of S.A.S.Q 1-0 0 'C ,9'-, t"'e_r ,f'7 Description of Soil, /-- It: \ ti . 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 Certifi- cate of Compliance has been issued-by this Board of Health_.- S g ed Date Application ApprovedU Date 5117 A 17 Application Disapproved for the following reasons 1 Permit No. O a 4/ ­0 `tC Date Issued 3 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 at 6/3 a c -.-� �J�' `/ GO has been con`structe i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �4 U q"Ok°l dated. `' Installer 02 e Designer A41WE 6'Lr�YL'2 ?i The issuance oIo this permit shall not be construed as a guarantee that the system w_ild p nction as designed. Date Inspector- � F�`W ), � 4 � S . No. Fee S THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mifspogar bpotem Construction Permit Permission is hereby granted to Construct( 'Repair( )Upgrade( )Abandon( ) ' System located at �/_3 0 /wc/ii `s 'L.-E C ✓i')� `P 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:Constryction must/be completed within three years of the date of this pernnit: Date: ! �l Approved by- .- TOWN OF BARNSTABLE LOCATION c)1��41,llo�! /� Il z:� SEWAGE #Q490 el— VILLAGE �'r �' �� ASSESSOR'S MAP & LOT-1) f-ld) INSTALLER'S NAME&PHONE NO.1-9 r eH 50r s' r 3 e, SEPTIC TANK CAPACITY o c�a Jr' 'j' or.*s i ---f LEACHING FACILITY: (type)(!A)&440 (size) �2 5-X /.:3 X uZ NO.OF BEDROOMS 4Z / n BUILDER OR OWNER PERMITDATE: O _COMPLIANCE DATE: 7 a 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 Age x r 3 S f33 AO ucxl - Town of Barnstable WE l Regulatory Services * Thomas F. Geiler,Director x BAARSUBLE, 9�A MASS. a�0� Public Health Division 'FD Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: /ij,�gCl T 2004 Designer: �a � 1'� 14- ` ��+� Installer: Address: IN5 SSC, j/'� (�� M:•t Address: 13a t4 9 /z 479-1) � -02-1 3 On J!5;�s' ? was issued a permit to install a (date) (installer) �� l septic system at 43o HV`JV-1 5 AIF� Z 611l based on a design drawn by (address) d' dated , (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-built by designer to follow. �_XX, AOFMgq. �o R E oyGN (Installer's Signature) ON R 11 0 (Designer's Signature) (Affix p H re) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU. Q:Health/Septic/Designer Certification Form L 0 N .... ' .. .. .... ........ ...:....... ..........._ ..... _.. .. ... ... _ .. .. .. .. _ .. i -. .. ' : ... ... ... .. .. .. ... ... .. .. _._... .. .. ......... .. ...... .. ........ .. ... .. ... I...... .. .. .. ... .. .. .. .. _ 1 _ _ Exrstrng Floor an Huck ns Neck Rd Centerville A ..._ _ 61 0 23'-4" �' 13'- .. 24'3" ,� '� 3 .. .. EI ! i 2-Gx4'-6"` t _ ....4�• : / � :0' '-0. i--�2'-9"s4A" / 2'•6'kP-0- s ,.. nN f �j i a : - s i ll ... .. i e; ch � 12' ?0 � �... F R•A 3 , 11" w 2 6'x 6'A" i i O s x € € ...... _ ... ... ... ... .. ... ... .. ... ... _ .. i L.. 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Centerville, MA : _ .._.. ....... . ...._ 48"BF .._ 1 � . d- Family-Room ,. N ,- ca e - : : ___ , _ ,;, A . 11 ... .. ..... .. .... . L _...-...... 1 :.. (�� ✓._.. ,.. ........ . ......... I9 ... ...... - .. 1.1-A .......... - : ..._ ...- _ ..... .... ..._. ........ ..... .. ... ... .. ... ........ . ..... .......... . ... .. ........ _.. —T j ,�'r rr-_---- ........ ........ ..... .... ..... ...... . , L. .. _ � _ __ _..__ .....( _1. ._. ;.. :... . e . I 6 eader aro New Wall Side Wall Elevation Exlsting Wall R-13 Insulation 2X4 Studs c 3 4 Shooting . ON Studs /2 OrywoU r ' Wood ShAngla rancAor � % I 2X4 ro bolts 1 Prywood furring Strip dX8 C"Crete Black Nortsr.7aln _. ....... Laminate Boorin —. r 314 TAG Plywood 6 Mil vapor 8a 8X8 Concrete black R-19 insulation 2Xa Pressure Tree ad 2X Pressure Treated Floor Joist F Joist IB Mll Vapor Barrier :.............................................................................._.....................:................ -- —' Exbting Concrete Garage -- Fla" -- r ��JJ R ffi -- ----------- ........f F F-I ................. .. ........ .............. ............................. ............... ........ ........ ............. ..... ..........- ............ .......... ... -7— -4—--1-- 7- 7T LJA 7t T L J 4--- 2X-' -'Wud,.s —Z ------ k",F-T. r L -4- F-I'-] V-4 7R-1,77,7:11 77 7177 -77��,�:A"' Rl� 7= ........... �747— 7; 'A.., vi �v 'J"IMITI, R &W`v- All"', NOR A. wSomf IN MO, + 41 MIN M ANN4 Ic si a ou ;�Mff ""x W � N 9401, 71119,91,AIR", 9 121,1-, N -4", IR I-J�"-A� WTIIIIA 1p """g k"I P, a INS a A 11' 'Moll",N il*�,� 14 r v a kv w N 9 a w is x K MMI v t"ll ft ill W M.N M,Sk!,0 a,C-11 M § MEE M M.",Eli,-"'I'll,I si -w 37 Mu atzo 61 9 Mon, 5M MR IRE', am &T IN lo� IMM5 Mv f '14 M a NONE OR M W a[a r Ml 11-113", 01,Q! 1-71,e t I w k. ..... f all '91 HIM09-11, MET, W I a KIT, OW 09 M �-�of jgg !"a RM 101 R1,146,15 W 4 PC 01, I'M M a OR 11,, ME MIN No, ol -�= "'N' i4t- ENE � o E 0 b � s � ro d � d Yo EXISTING 25'-8 V2' w E O - L 41 O tp U FI�I JU! C w o, U N _______ ________________ _____________ FH -- '!� - ----- ------ ---- ------- EXI5TINS OPENING TO BE FILLED IN W 8 LMl t_J (^'.� TOP CF WALL TO- BE RETAINING WALL 3 S � LOW EXISTINS AND 5TAIRWAY WALL NEIGNT TO BE SUB FL�R AT DININS/KITLREN BY LANDSCAPER DETERMINED ON 5ITE. Q TOP OF WALL TME ' BE LEVEL OF SLAB AT AT LEAST 1-O'ABOVE ZEX R&RADEK SLAB ON CRAWL SPACE FDon�GTTOM OF EXIST. DRILL w REBAR 4'INTO Ex.LONE. HW TORYK5ND FTO�AL O V 7 (E%ISiINi) HALL I FOOTING 0 &DO.JT VERT A ` ' ' ' LURE W/EPDXY IMO BBW LONE T� AR CUT OPENING IN EXI5T. WALFOOTIN6_____ ____ co TO JELT 11 N \�✓m/ WALL TO LEVEL OF FROVIDE 93 REBAR 0 C bTCOVER/OR GRADE 24' L.TO TIE _ r0a SLAB TO FOJNDATION _ __ ' _ • .mmR EXISTING GIRT O—i- EXISTING 61RT -�O E%I ING GIRT UP 14 B 6 Q EXISTING GARAGE SLAB - - -- R•I _ -- ------------------- TO 1t x i r i r i i w � r .rJ .'• REMAIN � 2'CONCRETE OfiT ' r ' i LOVER(3000F5U ,ry r r - - �• EXISTING FQMDATION WALLS EXISTING ASSJMED "� /8'FL 61P BD. HAUNCH WALL TO i LLbAYALLS REMAIN AT EXT.WAL�\. I'�4 10' - B'-S' I'-T- ——— k.." ONLY-REMOVE AT BAY AR RO FHN 331-x 6 8WIEXLAVATED _______________________________ FROST WALL-MATCH HEIMi OFEXISTINGA5JD' ----------------- r WANGH MOFOOTINGI------------------ Q-------------------- r w b A6 m2e m,_ e INN, _ CAB A�6AS _-nco�a'mL aya i wx rcm _ - LLry AT Y{ K �� --------- (REFER 9 FER TO RAl 51 r Q - „o c-- s -_ ___ r,___ ___ ____ ___ P.T.2X6 WALL FRAMING MAINTAIN 4'-0-MIN. Y�m c y- of 30 ON P.T.SILL ON OONT.24XI2 FOOTIN FROM GRADE TO FOOTING FROM ALIGN WALLS BOTTOM OF FOOTING A 1/2 STYLE O.H.DOOR _ ______ ' A _ DEL 9-0 x T-0 CARRIAGE ec'ii"•_--n PROVIDE 5 REBAR• - MO AW BY CLOPAY = - (ALiOtAN'BY c a`o m 12.OL.TO TIE 6 Imo• v s m n m_m� a m-m 1-OF WALL To MATCH HALL DTOJE ISTING ON GARAGE MORHAIL T BOF OF HEIbHT OF EXISTING WALL AT GARA&E/BEMDOM WALL SLAB(LONE.FROST i I i m __ _ FORM 4'CMI WALL ON _______ _________ ___________ _____ __ _________ALL BELOW) 11'-10'•/- it LAIN ST 2x0 KEY i O -�•.X S Irz' 41/2' v FOOTING(Ai PORLNI Yto ��SJPPORi STONE B _____ ______ ______ ___ _____ ____ _ O 8'CONCRETE FROSTWALL—� _ ___ _ ______ - ___ _ LL C ON 24'X12'CONC.F00TINb; --___ O U v MAINTA MIM IN 4'-0-MINI FROM TOP OF H IiED WALL TO GRADE TO BOTTOM of FOOTING MATCH HEIGHT OF EXISTING'll8 - }4 Q) cd CL FLOOR AT 0 NIN6/KITLHEN (� 0 BLLESTONE PAVER5 0 FLOOR OF PORCH (B 1/4'DROP AT I-NOW - y- (n z (n (PIITTCH FLOOR VW PER 12-AWAY O A• m O FM 6-CONCRETE SLAB IV H.WJLHED EDGE; ' TOP OF WALL TO BE Q I..V O 6X6 f2.IX2.I GAWE)NA MESH(SET IN 2'-0 3/-/-BELOW EXISTING /Af� CENTER OF 5LAB)ON VAPOR BARRIER SUB FLOOR AT PINING/KITLNEN W(R CRUSH V C EXISTING EXISTING B'OF COMPACTED ED STONE I Q LO (RAISE LEVEL OF GRADE O PORCH U �AS NEEDED) 26'-0' -0' O O Q� ry,(n C � �U Q FCVNDATIOH 6ENERAL NOTES: FULL HEI6HT CONCRETE W41L5 TO gE -SILLS TO BE(2)2"(PRESSURE TREATED)N 5/8'XI2' -ALL STEEL CONNECTIONS WELDED -NO FOOTING TO BE PEALED IN job no. oBo9 lo'TNILK ON 24'X12'CONNN CONCRETE 61 NIZED STEEL ANCHOR BOLTS 0 4'-O'OL MIN.AND IN FIELD,REFER TO 5T T,`RAL DW65. WATER OR FROZEN SOIL FOOTIN16 W/KEY;PROVIDE 2 RDWS OF+5 0 12'FROM CORNERS.BOLTS SHALL ENGAGE EOTN dale 03 S,2009 REBAR 0 TOP 4 BOTTOM Of WALL. RATES AND BE FASTENED W/3-x'PLATE WASHEIR,. -GARAGE SLABS TO BE 4-CONCRETE -SEE SLRILTURAL GENERAL NOTES (REFER TO SECTIONS FOR WALL HEIGHTS) THERE SHALL BE A MIN.OF 2 BOLTS PER SILL.MASHER 0500 MI)ON b'WELLGRAOED GRAVEL AND TYPICAL DETAILS FOR O R TO SIT ON UPPER SILL. COMP.TO 95%MAX.DRY DENSITY;SLAB RFLVIREMENTS SCale AS NOTED • -fgNCRETE FROST WN To BE B'THICK TO BE ELOPED APPROX.3'DOWN TO ON 24'xl2'IUdE55 NOTED)CONTINKx15 OVERHEAD DOORS CONC.FOOTNG W/KEY BEIGNT aF WALL -BASEMENT BLABS TO BE 4-CONCRETE drawn O BE BASED ON GRADE (3000 PSU W/Y1vH 5Xb W14xW1.4 WIRE KMW MIN.FROM FIN.GRADE TO In '4-0' MESH ON FED VAPOR BARRIER 'CONNECTION5 OF FILL NEI6NT FOUNDATION BOTTOM OF FOOTING) OVER 6'WELL-GRADED GRAVEL WALLS TO FR05TWALLS TO BE SECURED W/ rev. LOMPALTED TO 95%MAX.DRY DENSITY KEY(LAST FROM 2X4) FOUNDATION PLAN AT OAYs�ENS N MIN F'L'S OOO p5 Tev. IL Al A- ISSUED FOR CONSTRUCTION Sb(: I of 12 r � E 0 V � v b V ~ L � W o � V V « •s re d � s Y y E O - O Y E%ISTNG 13'4' 4'-B I/1' y y 40 U 30'-b 1/2' r'-9 In'./-. 3'-b' Fy b'-0' 3'-6' M NEW PAL HEIGHT S x z q a r0 BE BUILT Ai FWALLACE OF E%ISTINb LON'LRETE FOUN IN.AI ACE) N n n Q H n V In'MIN.AIRSPACE) cu r4 4'_ _ F T-6 13H PAVERS AT H W/ h1DRY. g 2 c I VIEELLDSL TOq TREADS) AT V 31-101./- A-3- a'' '-D',' / e� N WOH 2.10 r MSTR. A m �' ", LBY oT"iEa°s51GN� PITCH FLOOR APPYftO%. y--: x 3 I/]• _D i __ __r 11/F� b L , .� ID AWA , , : B -8: __�__. .1�_ ACE 60611E m _ KEi GRILLES:3 WIDE% HIGH e / _�__�__ PER RETAINING 5 RO.b-0%6 EXIST. HALL -- -- ;y0 - --- ----- DN.I'-3.4 BY LsrAI AAr \ (� -II ---------------- m : : n , - WDH 044101/41 < 'f - ------------ ---- ---------- 1o•-Io 1n••/- 6.6' re• r-B 1h __-- m L----- --- ---------------------- aa c AL E0J 31- 3'sl' 10•SOUPRE LOWMN INN 1. ---------- (TAPERED) m _ NEW CEILING Al BEDROOM(9'-4•xIBFLoaR ___51 TT N /OFF ICE K TGHEN/DI N NG TO CLG..L015T5) ---- ®JILT-IN O BUILT-IN l� B DROOM 2 ___ ENTRY MSTR.BEDROOM q HALL s EXISTING EOJALp EQUAL EQUAL ` 6'-0' ELVAL 3'-]' 5'-0• Ib'-0-./- a O 4'41/D' 3-51 3'-51/D' 4'i WDH 14410 J.' I N WALLS (GRL�ES:3 WIDE X II HIS.Q ' m WAL EQUAL ^ EDJAL EOJAL ';ii x i / RA.:2-10 I/B X I-r VB R �3-bl X O „ _ `PRE-FABRICATED L� ��ILI WDH DB5l -_-_ '1--_�_- -------- _ GAS FIREPLACE W FLLSH R. ]-101/5X 5-4 T/B HEARTH LA')EAT N'GLOW' POSTS DN.6 3/4'./, (OR 5T91S, '^ (� x ry coy ms EZ BL TONE PAVERS AT _ DN 4. --�.m'u cr E c-e m o„p c f Ni PORCH VV -�1'_ __4 __ _ ____�-•_ S FIED5TONE VENEER AT ALIEN W 1-5 (D)WiR 2 8 15 M.Ls }y (GRILLE5:3 WIDE x I NISH1 GREAT ROOM RA.:]-10 FWG 60611/R 4 Ym _, ;' ;Fmm„vom (GRILLES:3 WIDE x I H161U ^:+ -a 12, IA.F,5.COLLMNS VO B 'b DECK R.O.:64%b m m3 0 o u� oP u m Y-LLASSIC TfiLAN� V�/\ /B g: NEW WALLS O INTERIOR T. RED COLUMN'BY: `�.+9^ + q m o OF 6AELE TO SE BUILT 3?0 R Q.,1-O 1 3%3-O 2 Ix4 IPE DECKINGm_co' ON EXIST.LONE.FOIMO A TO E SRIT(LAND CUT '� ^S� '^ WALL(FLUSH W/INT.PACE TO ORD HE16M7 ON P.T...FRAME OF LONE.W4L1 P T ON AS NOTED WTR DBIS(TEHP1 u^'-o — .q c no m Ab ft0.:]-101/BXI- ra s��c�ucmmma my PIE TONE BASE/ (6RLLES:3 WIDEN 7 VB - � -ra`6gommm a c n FLAT/ � ___________ ___________ _ SLOPED CEILING PIT H FLOOR APPROX. I/B PER 13'AWAY 3xb WALL AT FIR,M NOU5E GREAT ROOM EQUAL co 3 B 4 O N 00 Ab V p N u V ro m g o moo + y N Z N i LA O n nn 3ryn $ry >L'4 �wm ' Zo no Zo no Zo r,o C� LL. 21 EQUAL EMIL 2'-3 1/O- 4•-- D'-31/7• 9'-0' 9'-0' V) 0 I..L• 0 00 cu eXI5TING B•-P' W.O. +� m GENERAL PLAN NOTES Q 4 -ALL INT/EXT.W 1-5 TO BE 2X4$0 16' { OL.MESS NOTED OTERWISEI job no. : oeoq -WINOOWS/DOORS BY'ANOERSEN date 03 SEPT.2009 WOOOWRIGHT SERIES(REFER TO WALL/DEMO ELEVATIONS FOR GRILLE PATTERNS) wale AS,NOTED t FRONT ENTRY DOOR BY ROGLE VALLEY- dram FIRST FLOOR PLAN EXISTING HOUSE(AND GARAGE)= 425 SO.FT. ______. WALL5 AND ITEM$TO rev. PROPOSED ADDITIONS 412 50.FT. BE REMOVED -REFER TO ELEVATIONS FOR KN0004 5 L A L E 1/4' '-O' TOTAL 1.891 50.FT. N6 WALLS i0 R0,HEIGHTS ABOVE SUBFLOOR rev. REHAI REMAIN NEW WALLS A-2 ISSUED FOR CONSTRUCTION sbt: 2 of I� _ _ .�: � - ----..�" .,,.� ;..,«.�,�w:,.,. -----�-,� -�- ,,".,ram•�-.r_;. - °*�„. �. _T _j �„ _ ��, _-�..�._ ..P�. - -•ems 9 c o V C y A r � i — V y (ajt o � V V M O 10 m � 4y o Ex15TING E%ISTIIy w E O - L y O r W ------------------------------------- ---------- F" 0-1 WDN IB3D V _ C EXISTING P v T'-S/]' b'-B/D' 4'-B" 4'-4' —(e OF RIDGE(ABOVE) ALIGN LL `v O ----- YR/8.24810.__ _______ LENTER EXIST. V _ RA.: (])CW TON AROIffD 1 RIDGE 22 X�1 CL05ET-�Py 1 m� (� GTR WINDOW W/ — RANK DOORS ex15nNs BRIDGE — _ RO.H-0 — BEDROOM 3 1'mN DaHID (SPADE LIFT 4 STRAP 4-0 m 1,0,*9 NINGES)REFER TO ELEVATONS ALIGN W WALL BELOW ---------------------- --------------------- -EDGE OF FLAT/ SLOPED LEILING� ALIGN W EXIST. WALL BELOW 3 A6 ' "Wm ------------------------- a.m Y _` - !-gN`m "mad ------------ a 0CU00 u•�m i i m ____________________ V ly C N V ExI5iIN6 EXISTING EQUAL I0'-0" 5OUAL �•N z VI O C) O O� LL- •, GENERAL PLAN Notes ,,Qx ALL EXT W L5 TO BE 2X45 a Ib• r r v 0 O E.G ft NOTED OTIIERWISV O =-j O = L N { -ALL INi.WALL5 TO BE 2X45 a Ib• O 0 Q N O G.M4E55 NOTED OTNERWISEI �-+ -WINDOWS BY'ANDERSEN'—ARIL SERIES(REFER TO ELEVATIONS ' FOR GRILLE PATTERNS) Q 5 E G O N D F L O O R P L A N PROPOSED ADDITION Wl Sa.FT. R F HEIGHTS ABOVE FOR M14 -REFER I ELEVATIONS FOR WINDOW 5 G A L E: I/4' 1-0- job no. oeoa date 05 5EFT.200 scale AS Norco drawn KI— rev. rev. A- 3 ISSUED FOR CONSTRUCTION sbt: 5 Of I:2 t0 ASSESSORS MAP . 1� . NOTES.TEST HOLE �2. PARCEL : U�o 1) THE INSTALLATION MUST BE IN SUBSTANTIAL COMPLIANCE WITH _S_ C HIS PLAN, 1995 MASSACHUSETTS TITLE V & 'TOWN OF FLOOD ZONE: NHJ PA2.AA SO! L EVAI:UATO!~ .� M t ,R S P( WITNESS : 00(,' UI f? 'BACASFABLe BOARD OF HEALTH REGULATIONS. REFERENCE: �� DATE: � ,v ?-0 ��� ��.�._,� 2) THE 'INSTALLER SHALL VERIFY THE LOCATION OF UTILITIES, ht / PERCOLATION RATE: 2. 2 MI1ALW14 In d-( SOr( SEWER INVERTS AND SEPTIC COMPONENTS PRIOR TO (,, P`Z �L`I � - 2- INSTALLATION. OA5S Z scar c. - - BE USED FOR SEPTIC SYSTEM INSTALLATION TH I EL tvs,�$" TH 2 3) THIS PLAN SHALL US S P ONLY, AND SHALL NOT BE USED FOR PROPERTY LINE N �` n GaAM�1 h N I°V R��•I,, '' DETERMINATION. t j_ D " T. UNLESS S QUA S 4) ALL PIPING TO BE _4 SCHEDULE 40 @ 1/8 / FOO SPECIFIED OTHERWISE) MAP N'T-S' ' 6 1 �- coka ,t O (o 5) THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A LOCATION � f YR _ Z �... G 2- �� ' SA-�a P` � �. 3 IA GARBAGE DISPOSAL. is% ?,►Df- 10/S-Vnes _5$,2g 6) SEPTIC TANKS AND DISTRIBUTION BOXES (WHEN INSTALLED) I S� Cas~ MUST BE PLACED ON A MECHANICALLY COMPACTED BASE OR ON ' t7. �3 � 7 A BASE OF 6"OF CRUSHED STONE. lb zs n' �°" Cc � 7. S77w' he H` i -�s� rbE PyPE©. c�e 'rtD I �g 1�0 _h S\ b6 `:SQ.� r%lu,E�PF_y2_T,u V rf fpAMc. r I NOWAI PR1 M7t Kmk ojF_l b 0 q [ ._.. tx+STt�J ✓ ! t,� Ptt _SEPTIC SYSTEM DESIGN IVo vusn m-ps W sv' F ;eo EQ C�c /N 1 lal ; PAI P S POr ► 1,jJ �� i — _ pipe 5 1� rt FLOW ESTIMATE I)Rt u�6 kJ /0467- R*V 6 vI-S �6 SW�pS � 1 F,L* &3:9(c EtC�STirU 3 BEDR06 S AT 40 GAL/DAY/BEDROOM - 3 GAL/DAY `` f I "+ t SEPTIC TANK / 33D GAL/DAY x 2 DAYS ,(�0 GAL I of USE RD GALLON SEPTIC TANK SOIL ABSORPTION SYSTEM f= St�'�Gnu �yZv t!v DE�J lrtfH,�, �aEY� _� 6�f 5 rvN� ►� S► �5 f 25 Lu 13 rw u 'L lb i t K Z O, -� Sl >E. AREA. ��25�2+� 3�z� k . y P BO`tTOM AREA-.- 25 k 3 x G, - � t y - Z�.Sa a 330 l SEPTIC SYSTEM SECTION Tar= S- •3.� , ttnfT (t155vu �J S E � - os 7-0 w 93 lah st, ,%4de �s �• 7o S-S.9,3 Qn r 5$. 2 - 3 OU4 wasti� c � 6" e .UI C3 D-BOX �,�3 �1 i/ GAL a S � 1' S P I C TANK Y kveln 5 c 7a - s S. 70 b1 WasA , �0 _ 17 9lzDuic J 3 k a �X 13 w } e, Pr -p S o i �Uv �(�U L>>U1 OF �f:ST//�L� �G � y 3� 1 DLO OF V N I 76/ o�� RE uo� ��� SITE AND SEWAGE PLAN R c17 ME4E , �o� _ � LOCATION : 4,30 o. 1140 r t N � , -- I I,✓' ,IVY 6e /STE S `p� . gN1�AR PREPARED FOR x P - . W AL.RX �2tyKo�ts I 0 1 03 o NG �JUa?leaSCALE, 30 6 DA RREN M. MEYER, R.S. ' � DATE: /0 o v fg .. m1 N� �'S$01 43 VINE STREET DLA'jJ F (,,Ar N `/ L n,1 C �3��j� f " 5 DUXBURY, MA 02332 , z w • (J - ATE HEALTH AGENT 81 585 0293 (7 } I pleasant fP Locus 35.30' Shallow Pond 721 Sp C;HV��ii 11,� , SFr Wequaquet . � g t4 I _ I / C 0. '1 I \ DATE ANDREW R. GARULA RLA HED LOCUS MAP rn MITIGATION PLANTING SCHEDULE SCALE 1"=2000'f I r 1500 GAL I SEPTIC c9' SYMBOL PLANT NAME SIZE SPACING QUANT. ASSESSORS MAP 233 PARCEL 30 PROP. TANK 2 LOCUS IS WITHIN FEMA FLOOD ZONE C AS I ADD'N. SHAMROCK INKBERRY #3 4 SHOWN ON COMMUNITY PANEL #250001 ILEX GLABRA 'SHAMROCK' .5' O.C.. 0005C DATED AUG. 19, 1985 I s0'4' ASSUMED DATUM KELSEY RED TWIG DOGWOOD #2 4/6' O.0 7 ICORNUS SERICEA kELSEYI' PAVED O BUSH CINQUEFOIL 2 3' O.C. 5 ZONING SUMMARY DRIVE POTENALLA FRU177COSA PINK BEAUTY' # EXIST. I 39.0' DWELL. ZONING DISTRICT: RD-1 1 MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' TOP FNDN. = MIN. LOT WIDTH 125' BENCH MARK — CORNER 34.9 64.6' MIN. FRONT SETBACK 30 OF CONC. PAD ELEV. = 64.0 �'°o� 1 MIN. SIDE SETBACK 10 63 �`0 1 �0 PROP. PATIO MIN. REAR SETBACK 10'S _ 63 SITE IS LOCATED WITHIN WP DISTRICT, 62 / EXIST. CONC. PATIO RESOURCE PROTECTION OVERLAY DISTRICT T 4' PR P. 62 (TO BE REMOVED) AND (SOUTHERLY PORTION) WITHIN = 1 0 AD • N� ��n PROP. STONE ESTUARINE PROTECTION DISTRICT RET. WALLS (BOTH SIDES 1 J��� PROP. / \ �U' 60 AS SHOWN) Z DEC � FINAL DESIGN BY OTHERS I� � f 6, RE 59 `� OWNER OF RECORD `+ �9L W R AS 1 / O.,/ p� NE . 3 � 4" I E JACK E. AND CHRISTINA ROOZE �/ 60 ID z 1 SYLVAN DRIVE / PROP. AREA DRAIN I- WATER METER / 12" PPLE H-20 1000"GAL. LEACHING - BRIDGEWATER, _NJ 08807 PIT / BASIN WITH 2' STONE AND 1 i FILTER FABRIC AROUND. r ROP. / 9�• H-20 F & G 1 / PAVED RIM EL. 54.3' `'C, TWI DRIVE Y BOTTOM EL. 47.3' CE AR / 1(S M )� ' SHED REFERENCES h / 1 CED �� �' DEED BOOK 19708 PAGE 92 1 BVW 2 PLAN BOOK 317 PAGE 21 I PP y SEPTIC UPGRADE DESIGN PLAN BY ( '� I EXISTI VW DARREN MEYER, R.S., DATED OCT. 2003 PROVIDE PAVED BERM AT J PITCH INE SOUTHERLY EDGE OF DRIVEWAY ISTING - + (TO RETAINING WALL) SWAM MAPLE j �c 1 '� hallow Pond ., 6" AP LE PRES RVE O. D CK & POND 4 1/ ( ( 1 ) 4111 0 A CESS J EXIS ING WIL14" APPLE ly EXIS EXIS NG APP BARB``/0' EX STING IVIBURtJU 1 r I Ar cv `� 330 SF 16 ' LAW REM VAL �3Q � C A TE UFFER Ln � J TO 7FC 1 U! � R SOURC OARE rn RAMP DOCK 1 I � EDGE • L�," EXISTI G WI LO VW 5 I L T 3 LEGEND 1 24, f SF C= CL 100.0 PROPOSED SPOT ELEVATION I B-7 00' 100x0 EXISTING SPOT ELEVATIONto" ITE PLAN 100 PROPOSED CONTOUR OF - 100 EXISTING CONTOUR 430 HUCKINS NECK ROAD t,/-h CENTERVILLE off 508-362-4541 fax 508-362-9880 PREPARED FOR downcope.com © _ down cilpe enp1leer1q, Inc. JACK & CHRISTINA ROOZE 0, j OF A4,q x H OF Mgss civil engineers o��� q�ti ���� DANIEL °yam NOVEMBER 6 2008 DANIELA. �� r land surveyors D L o aLA REVISED: 1 -2-09 (MITIGATION PLANTING) Main o.465 No.4098093 - , � o �� �'o Scole: 1 = 20 YARMOUTHPORT MA 02675 -v°� s c' TE suRv0v l-Z �:S.... ... - 0 10 20 30 40 50 FEET 08-236 DATE DANIEL A. OJALA, P.E., P.L.S.