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HomeMy WebLinkAbout0040 WHITE PINE LANE - Health 40 White Pine Lane Centerville A= 187-037 I llll �aEcrc�o�o SAW@UPC No.53LO3 iO��ncON`'J�,`v HASTINGS, MN Town of Barnstable P# 1 _ Department of Regulatory Services Public Mal th Division Date seYp 200 Main street,Hyannis MA 02601 Date Scheduled / Time Fee-Pd.. I Soil.Sditability Assessment for ;Se a Disposal �f,� Performed ay"_5,W 1.Vt/" F_�1/ne T,..LTkC'• Witnessed By: a , LOCATIC`N$t (1 ERAL INFOMATION i Locapen Aaaress �f0 whyoictier's Name w rEVC/yn m. C,• Ceti, /°,:�e L2n� �e '/W°L Address Assessor's Map/Parcel �D/! 0.3+/ I $ngineer's"Name SU.�J/�Lvl EId Me el Id� NEW CONSTRUCtION V REPAIR, Telephone# Soo 4 V Land Use kt2►�C J\�,�. Slopes(%) . 0.. Surface Stones Distances Rom Open Witter body'.- B .r! R Possible Wet Area ZOO — R .Drinking Water Well it Drainage Way xk, R Property Line it Other./0 R SKETCH:(Street name,dimensions of lot,i xaat locations of test holes&pare tests,locate wetlands in proximity to holes) i r I 4 A, - Parent material(geojogic) i Depth to Bedrock Od Depth to Oroundwafer: Standhrg Water in Hole: cyt r Weepin�from Pit Face t Estimated Seasonal Mgh Groundwater ZZ.': — (,, "�? ;0,t'� 6 c• +wily zler D '1'EIIi NAt�I' �lri b `5 AS0NA HI AWATERTAKE Method Used: - Depth Obserred standing' obs hi a 1. in. De th to soil mottles in: Depth tolweeping from'sidd bobs:bole in: .O undwater Adjustment it Index Well# Readuig Date! in ex Welt level Adj.lhhcfor Adj. I ndwater Level_ P� CO�ATION.0 vgte y z l 4 Time Observation � „ Hole# Time at 9 --r— L z;,. D,A of Pere-- . ' < Time StartPte-soak Time® � e ` � ' End Pie-soak Rate Mrnlinch i fir•t Site 5uitabiliry Assessment Slid Passed , Site Failed. ' Additional Testing Needed(Y/l� r... Original. Public Health Division Obsirvation l fole Dtita< o Be Completed on Back -----•-- ***If percolation test into b�conducted within 100'of wetland,you must first notify the Barnstable Conservtrtion Division at least bne(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSE1tVA't`fO1 IiOL L 'G Hdle# Depth from Sou Horizon Soils Texture. Soil Co16r Soil Other .' Surface.(in.j (178DA) (Mansell) Mottling (Structure,$tones,Boulders.' Gonsrstencv %Orayell i � o17 7�Z�, 3 �7—4 I Pr IMP' t `( DEEP(NHS RVIV �`IOI�° t�LL ,i Rb t�# . � Depth from Soil Horizon Stii<'Textme Soil Color Soil Other Surface(in.) : (L SDA) ., (Mansell] Mottling (Stricture,$tones,Boulders. ! Consistency,in Graven . p. b. I _ . IpEEI'b$ RVA:`1'IOI ROB L ( Role# T Depth from. I " l. Soil Hon�in''', .:.So�1.Texture. Soil Color Soil Other Surface(in.) (USDA) (Mansell)' Mottling (Structure,Stones,Boulders. Consistency.9'0 Gravel) 16 0 `i. I 2z i�BSLR�V;�'i'ION 0LE Lb �,' Bole# Depth from Soil lIorizbn. Sbil I�xture Soil Color sou - ►other Surface(in.) tilS)jA) (Mu nsell) Mottling. : (Structure;Stoo es Boulders. C ns ten o is cv /o(3tavetl z. o �z I : Flood Usuralitce:Rate Mato: �I I A6ove,SO(lyesrt�obul.bo�i�tuidro Yes Withi�500 year boitndarjt ".No Yes M. Witiiln.lOt)yearflood;boi►nc�ary..Pfo Ye§ ' I De th o . atu 11. Otcu� lt� Pe o t; ate la ' e ibus natedal exts�in all areas observed throughout the Does at least four feet bf;naa�lj�bcc g p ttrea proposed�for the sotlab b I,t81{s}�s em? `. <: hat is We dtr df n tt �ly!bcc g p Mous material? l If not,w I P� .. i Certlflctitiod I j I certify that on:.; t (date) have j sed the soil eyal atom exammahon approved by;the ]leparttneiit dEnv d eh pigtetit acid tli t the abotvb 3 tlaC�is las�e7 ormed by me consistent wtth the re itited tits • ,bxe expr' ehce d screed �`� t Date I Z -7 1 . Signature Z I QASEPT IC�PERCFORM.DOC �1 No. 11 �rne.!'p.er Fee THE C MMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for ;Disposal 6pstrm COnstruttlon Permit Application for a Permit to Construct 1 Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. AD W vrs rC ipk,(c� LqW v Owner's Name Address,and Tel.No. C a-,.-megl LLE r%A, ke v- i tll L G� Assessor's Map/Parcel Lg-T — 03 7 t AL C/0 ®5 kTe V 1 L LE Installer's N, eA-dolr s Tel.No. (9(OT& Designer's Name,Address,and Tel.No. b`C6--kZ0&_1>5" f�)LC,0,VakOe\ Sand-046. eO Cis IL.L. - Type of Building: Dwelling No.of Bedrooms A Lot Size Z3 179Z sq.ft. Garbage Grinder Q� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� gpd Design flow provided gpd Plan Date IMP w Z•si W% 1 Number of sheets I Revision Date ds C� Title S z��A R40 PE6 60 l vN P e ay E5 --�S AD W,.��k iTt5s FA_IA L.- Size of Septic Tank 1�'�� C'- .e��c plV�_ Type of S.A.S. iZ`- to 1C B� Description of Soil D 4``�7�� A, (� 7�e-�)` 9 'Z7!'" _�` LAY&C 7_5 ?'G�4 LiGk-i Yr--LLAtlal5K?:An(!�kAI(yS0-. � J Nature of Repairs or Alterations(Answer when applicable) -1-1 31,cA nQ,v 5e '­ 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 Boa ealth. 60 e �r tt Date Application Approved by VIV Date I J- 2 2, 11 Application Disapproved by Date for the following reasons Permit No. Z�1 -Y3 S Date Issued 1 1 e � r C (41 N ' 7 3 > o. o ) u� 7 l�f_J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes � j�- PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppYiration for Misposal 6pstrm Construction Permit Application for a Permit to Construct X Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. -q U \d tk, C ��N„U L A4v Z_, Owner's Name,,Address,and Tel.No. �20-�3Ay Assessor's Map/Parcel LE 7 — 0 3 7 \ i AC CIO ? sa�L�LG+'Z V?-b S I t (_ Installer's Na ,e A L.Vdres, nd,Tel.No. 5'0j)q-7-7-(y(,y Designer's Name,Address,and Tel.No. � '(-,�I 'Sir.c_�v�ke�►►,=.raG�r.a�ErfJ��+ (�C. '✓� rJ XCCVO.VI0001 SaC�JwICL, "� +L--tZ �11i.� - ••'' - Type of Building: Dwelling No.of Bedrooms Lot Size 23 r 92 , q..ft. .Garbage Grqine ( Other Type of Building No.of Person 1 In � Showers YP g ( ) Cafeteria( ) Other Fixtures a. t A Jy_ Design Flow(min.required) 440 gpd Design flow provided gpd Plan Date vV zlQ, Z01 1 Number of sheets_ -( Revision Dater (' ZQ �•� Title S I Z ?�atiG ��7 vtA P2C�icrt�t� ""5 '� � I kS �,A A hE Size of Septic Tank P �'�:,kC-C-plll!5 Type of S.A.S. i?.,- Description of Soil 0 A(U\c "7 77 +�^a:7)' 'Z71'_ + LAY IZ Z 5 >` 4 L I e 4 r- VIE:_ L LJC>V 0(5�-( ao cow I� Sri J Nature of Repairs or Alterations(Answer when applicable) J.h �0.1 rNQk-.) p S�e Date last inspected: "% I 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 Boa, ealth. eigne Date Application Approved by Date 14 Application Disapproved by Date for the following reasons Permit No. b 1 " 3 5 Date Issued I�` :1.2 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the Qn-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by _56 6 &i C� 84.8 at 40 y_ (-t c TF_ &au E L.A�z,y,--G has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. .2 o 1+ " y3 S dated T Installer t/ Designer #bedrooms 7 Approved des' flow �U gpd The issuance of, is p rmit shall not be construed as a guarantee that the system wil\ nct on as designed. n Dated IJ Inspector 1�1 J --------------------------------------------------------------------------------------------------------------------------------------- No. Doll - 1I 3-5 15 P - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS 33isposal 6pstem Construction permit a Permission is hereby granted to /Construct(I( ) Repair( ) Upgrade( ) Abandon( ) System located at /4 U 1 1 t tTE '�Tj, 1�4 Z—Atiy 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:Construction must be completed within three years of the date'of this permit. 1 Q Date ! — ��} Approved by 10/02/2015 10:56 5084289617 SULLIVAN ENG INC PAGE 01 r Town of Barnstable Regulatory Services Richard V.Scali,Interim Director aKASS. s Public .Health Division Thomas McKean,Director 200 Main Street,Ilyannis,MA 02601 Office: 508-8624644 Fax; 508-790-6304 Installer & Designer Certification Form Date: 2 Sewage Permit# Z0►1— L135 _Assessor's Map\Parcel 187 -03 7 Designer: ,Si,ff'rah ,`hev , Installer: 3tU Ex(ww�w-�, Address: 7 P4r14k, Box Address: on f -14 i 1 341 was issued a permit to install a (date) (installer) septic system at �L) (.+k%AW ej�%rig_ r•ynr based on a design drawn by (address) .Su l`i'e y rh M ec f,'n 4 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,. Strip out (if required) was inspected and the soils were found satisfactory. * N-1p 1 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. Strip out(if required)was inspected and the soils were found satisfactory. 1 certify that the system referenced above was constructs liance with the terms of the IAA approval letters(if applicable) ���,p,•Mq$,c�`y, (Installer's t r ) (Designer's Signature) (Affix DesiiplEri Stamp Here) r PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CEBIIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8.14-13.doc TOWN OF BARNSTABLE LOCATION yp Pint W SEWAGE# ZOII - y3S VILLAGE ASSESSOR'S MAP&PARCEL 0 3 7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /Spa go- LEACHING FACILITY: (type) 500To-1 LC ( 3) (size) 13 x 30 x 7— NO.OF BEDROOMS y OWNER_rnnr K S-1o.n 1 CU PERMIT DATE: i2- 22-11 COMPLIANCE DATE: $•Z$-/$ 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) rt Feet FURNISHED BY Ai - is' AZ' Is �� wa, P�r►e Q2^ 22 A3'3H Gara9c -- B3- y� A4, y'13 �'rcnf �y w yN,G,, o0 d o. `® �✓ Fee N THF•COMMONWEALTH OF MASSACHUSETTS ' Entered in cpmputer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Mi5po5ar *pgtem Con%tructivn Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components 4 Location Address or Lot No. Owner's Name,Address,and Tel.No.'77LS'-­d Assessor's Map/Parcel 14/,0�7�F kv; , 1 v7etl, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size a�%Y,�r_ — sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��8 gpd Design flow provided gpd + Plan Date Number of sheets Revision Date Title 4,0 r L-Ir Size of.Septic Tank -,1z 4 49 Type of S.A.S. Description of Soil 17 �� �J'W"Ptaim 4 cSa S��/ -'2�� !3$�/1rf�, �,,��-y 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. Si Date Application Approved b Date Application Disapproved by: Date for the following reasons Permit No. r�} 9� c� 9 Date Issued 5 a ——————————————— ————————————————————————————— 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 40 QQ�j V \',o uQ tas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. � a3 dated Installer Designer #bedrooms F Approved design flow 4J gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ---No. E/'"_ y �C�'�-----,—_i_----__---_--------4 Fee. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS jigpo!5a1 Abp!tem Construction Permit Permission is hereby granted to Construct ) epair ( ) Upgrade ( ) Aband n ( )� 1 System located at �� 1 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title Sand the following local provisions or special conditions. Provided: Construction must be pompleted within three years of the date this pe' t. Date Approved by d, No. t` / J J� �. U' `i Fee / Q w-✓ TH_FiZOMd ONWEALTH OF MASSACHUSETTS Entered in cAmputer:N ._ .. Yes ,. y h°UBLIC HEALTH`®IVISIOW- TOWN OF,�BARNSTABLE, MASSACHUSETTS Application` for Mioogal �_ gtem ConaruclfiM Vertu f- Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) El complete System ❑Individual Components Location Address or Lot No. 11B VV711})G 7' 44 Owner's Name,Address,and Tel.No.77 C=d 0,.P5 Assessor's Map/Parcel `91- ,a t^'��T�' Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. `'� L1� A1Rs7 e ArW Type of Building: ; Dwelling No.of Bedrooms Lot Size „��? 7Y,7. sq. ft. Garbage Grinder;( )' Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures 7, Design Flow(min.required) Yya gpd Design flow provided gpd Plan Date ;y Number of sheets Revision Date Title 4D'T t; Size of,Septic Tank /u'�o (°p 1 Type of S.A.S. n Description of Soil D� �l< WVdt?LsI�,JO'ti 'g so43 .��<'! �� j: �'� 2•C/Iirb e�tf�S^e .S��AIp rS � I r Nature of Repairs or Alterations(Answer when applicable) c . • Date last inspected: ,. t, `"-Agreement: t 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 yf Compliance has been issued by this Board of Health. 1 l � .. i' Signed i Date e, Application Approved by Date- c.+1ak1� 0 Application Disapproved by: Date for the following reasons Permit No. &oo 2— Date Issued THE COMMONWEALTH OF MASSACHUSETTS - v -- BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed O Repaired ( ) Upgraded ( ) r Abandoned( )by at 4-I0 tr)1-�; �e '��C\Q LPG , G 6.-,)V 11 4 as been constructed in accordance /p_,&- -'.." with the provisions of Title 5 and the for Disposal System Construction Permit No. dated $ Installer Designer t° #bedrooms Approved design flow Lj 410 gpd r The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector _ = -No. G� C Fee / ^ ——----.- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS =igpool *p5tem Cow5tructiou Vermit Permission is hereby granted to Construct �Repair ( )) Upgrade ( ) Abandon System located at �U l''`J J C"� `L 4-�t t e' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty s +""/to comply with Title S and the following local provisions or special conditions.le r 1 t " Provided: Construction must be/completed within three years of the date of this p 1rme it. Date /G� Approved by',_ I 1 ' LOCATION ty�ilx!t��S7.�1.�� �Ct7vTE7zU�u. � SCALE . .�.��'.-'°� . . DATE :MArL 29 /9�.0 IJ PLAN "eV. 70e 31 l" 'Drri: T(l el � o M t^ \ M i %� c, �EDWARD J 1X •,1' EY 26100 3c o o S�Lr�T z c� z sus TOP OF FOUNDATION d,o , CONCRETE COVERS •': 4 CAST IRON 12"MAX. rns^,rrrrr OR SCHEDULE 40 1 4"SCHEDULE 40 P.V.C. (ONLY) � 77 P.V.C. PIPE MIN. PIPE-MIN. 12��MIN. PITCH I/4 PER.FT f LEACHING TRENCH (.:2..REQUIRED) PITCH I/4"PER.FT. f fZ WASHEDP.ISTONE 4^' �e EINVEJT INVERT DIST INVERT _ rn•rJ r� _ i r_ n� o SEPTIC TALK EL !788 H S EL!74? . FLOWDIFFUSORS ( 2 INVERT N �' /Soo INVERT EL,�P•/3 GAL.. EL.!77 INVERT INVERT atr� - %�, ELF .00 EL.............36 G.e' _ PROFILE OF GROUNP R TABLE 477 SENVAGE DISPOSAL SYSTEM TYPICAL DCROSS ESECTION SOIL LOG NO SCALE LEACHING TRENCH DATE !`/A!?,7-71/9J=-C TI M E ./v:oo /• 7 NO SCALE- TEST HOLE I TEST HOLE Z DESIGN DATA ' ' ' ELEV. . . !�.?� . . ELEV. .!?Z:�.4. . . ¢ 12"MIN. WASHED ggz%•�WovDCo "w000leR+y NUMBER OF BEDROOMS SANE r Sty SvQ Seib 3tii •time soi�- TOTAL ESTIMATED FLOW . . o. . .. GALLONS/DAY �,I.e.Z0Z /f Do ZS' SZ, v �1.7-r • /L•• Coo*ruc s4wo BOTTOM LEACHING AREA ... SQ.FT./TRENCH/C pA •F,. r� Le" Ica t G'a'► eT- . P74cam/ -/7.00 SIDE LEACHING AREA . . .'`/�`!� . .. . . SQ.FT./TRENCH ` /y Co.4/1�fhr GARBAGE DISPOSAL . . IVe.vC,(50% AREA INCREASE) WASHED SMNE TOTAL LEACHING AREA SQ.FT. y PERCOLATION RATE GE°ss T�lgv .7Zc/''. PER. INCH LEACHING AREA PER PERCOLATION RATE 7s. SQ.FTIC.PD �Nors- BR/�vST.4$GE ZSo 2.���= o.7fG' �SQ q; GROUND WATER TABLE ld7- /o.oe APPROVED . . . . . . . . . . . . . .. BOARD OF HEALTH .Nf...WATER ENCOUNTERED DATE ... . . OF AGENT OR INSPECTOR �P WITNESSED BY : � Eo . . �l✓,g2D F BA22�. .. BOARD OF HEALTH . , , .�T ,`��, , , ;_ Ei.LBY L�DGv lC�LG Lt�f�i T� / E ENGINEER No. . . . . . . 4 _`sec 7cf� {t PETITIONER LN I OC D d 44'4' I � - 234 1/2' 2a•5 V2' ! I (1 11'-61/2' 5-2 V2' 1'-111/2' 6-101/2' i 6'-S 5'd' ! i7-7 3'$' 6-8' Y-a I I I g 1 I I I I I 1 I' j rrII DECK 0 I I• - i 1e'-o• I 1 I C I 3 D 61 D GENERAL NOT ES, EXTERIOR WALL CONSTRUCTION NOTES: THIS PLAN HAS BEEN DESIGN IN ACCORDANCE WITH THE 1. ALLIXTFIRORWALLSTUD55HALL BE 2XG 916'O.C. 8TH ADDITION OF THE MA55ACHUSETTS STATE BUILDING CODE UNLESS NOTED OTHERWISE - FOR NE AND TWO FAMILY DWELLINGS,AND THE SHALLR WALLS I I - III 2-4 MAIDSACHUSETTS CHECKLIST FOR COMPLIANCE FOR WOOD HAVE MINIMUM 2. DOUBLE TOP PUCE OF 4'AND NAILED OWITH(6)16d NAILS IN 5/8,TYPE X'GWB ON I " FRAME CONSTRUCTION IN A 110 MPH EXPOSURE 5 WIND ZONE I I �' DINING '!' ACCORDANCE WITH TABLE 6 IN THE WFCM IIO/MPH BOOKLET. I ALL GARAGE WALLS I r �' - - 2, THE FRAMING CONTRACTOR MUST REFER TO THE TABLES 3. ALL PLATE TO STUD NAILING SHALL BE(2)16d NAILS j AND CEILING 41I - I 3 LAUNDRY I j; III FAMILY ROOM Y AND FIGURES WITHIN THE WFCM 110 MPH EXPOSURE B GUIDE EACH STUD FOR IWSTRATIONS AND REQUIREMENTS SPECIFIED ON THIS ' ! I I KITCHEN - , 4. BOTTOM PLATE TO FLOOR BOX NAIUNG SHALL BE(4) ID j I 1Gd NAILS PER FOOT 3. ALL CONNECTIONS AND NAILING MUST MEET THE S. USE(2)KINGS STUDS FOR OPENINGS UP TO 4'WIDE, i O I III REQUIREMENTS OF THE GUIDE IN ORDER TO BE IN COMPLIANCE AND(3)KING STUDS FOR OPENINGS 5'TO 9'WIDE 15LAN0 I ;I; WITH THE MASS BUILDING CODE. I PANM y 2 3 6. USE(2)KINGS STUDS FOR OPENINGS UP TO 4'WIDE, 2-CAR GARAGE 9 I A. THE CONTRACTOR IS RESPONSIBLE 701NSURE THAT ALL AND(3)KING STUDS FOR OPENINGS 5 TO 9 WE ?RCN 3'-0' D CONNECTIONS,NAILING AND ANCHOR BOLTS ARE VISIBLE aI, I REF - - �y j- (jl TO THE INSPECTOR AT THE TIME OF FOUNDATION AND FRAMING 7. FOR SHEAR AND UPLIFT CONNECTION OF EXTERIOR INSPECTIONS. WALL SHEATHING,USE 8d OR EQUIMIANT GUN NAILS 4 I IV 9 5. THE CONTRACTOR MUST REFcRENCE THE SIMPSON .o.- SPACED A5 KEYED ON THIS PLAN 4'CONCRETE SLAB W/ I s g i STRONG TIE G200B CATALOGUE FOR ALL STRAP.HANGER, OVER COMPACTED FlLL ' C I 1 f 1 I " I 8. EXTERIOR WALLLLEDUSGSHALLHEETSCO% FIBER MESH REINFORCING 1 1 `� - 1 I P „ • - m A AND TIE INSTALLATION REQUIREMENTS AND UMRATIONS. PLYWOOD AND INSTALLED USING FULL SHEETS RUNNING 2'-91/Y I I11 t `9 3 -- ------------ --m � FROM THE P.T.SILL PLATE AT THE FOUNDATION UP TO THE I� � 3 ' FLOOR CONSRTUCTION NOTES: TOP PLATE OF THE EXTERIOR WALLS.THIS SHEATHING ! MUDROOM III 'j; pB, at a POWDER E INSTALLATION METHOD IS IN ACCORDANCE WITH THE I IABeve V m - BLOCKED Fl TWO JOIST BAYS ON EACH FLOOR SNALL BE ----- - MASS CHECKLIST FOR COMPLIANCE AND ELIMINATES THE I F------'----- 1 I I d sro•t LENTHF T H 2X LUMBER SPACED AT 48'O.C.FOR THE NEED FOR STEEL STRAP TIES AND HOLD DOWNS. I 6'-B i!2' 2'-3 V2' I II H S LENGTH Of THE JOIST. I I 11 bl 4 2. SHEATHING TO BE NAILED IN ACCORDANCE WITH TABLE 2; ROOF CONSTRUCTION NOTES: I I/ 1 '•71/2-1'•51". 8'•C 6'-9" GENERAL NAIUNG SCHEDULE FOR 110 MPH EXPOSURE S WIND 1. RAFTER CONNECTION TO TOP PLATE USE SIMPSON H-10 LONE.Bd NAILS;G'SPACNG AT EDGESAND 12-SPACING ATH-14© 510' DN' FIELD OR USED ASUBS HURRICANE CUPS AT BLOCKING 19IINS INSTALLED AT EACH 8E USED AS A SUBSTITUTE IF BLOCKING IS INSTALLED AT EACN RAFTER BAY AT THE PLATE TO RESIST SHEAR AND LATERAL 9'-0'%8'-0'O.H.DOOR ! 9'-0'%8'-0'O.H.DOOR 4 LOADS.ALL CUPS TO BE INSTALLED IN ACCORDANCE WITH _ _ MANUfACNRER REQUIREMENTS. ------------ to ® u Ia is LIVING ROOM m 2. INSTALL COLLAR TIES WITHIN UPPER THIRD OF ROOF ® (ZJ 2xu c�N Al® )FADER ® I b E HEIGHT AT EACH RAFTER (SET TDPOFHSADFA Rx5H WITH TOP OFJQSTS I 133 a 3. ROOF SHEATHING SHAL.BE 1/2'COX PLYWOOD AND AND ADJUST WALL PLAT_HEIGHTACCOZINGLY) I FOYER i`1 INSTALLED USING 8d NAILS®G'D.C.AT EDGES AND 12-O.C.IN I ii x D FIELD. I I � LEGEND A A INTERIOR WALLS: I I I vw i i I COVERED PORCH 4 EXTERIOR WALLS: I I � SIMPSON STH014: I I 1 ------ AAA P FRAME, I NAIL SPACING: 1 j ! FIRST FLOOR PLAN ! I I I 1/4'=T-O' 1,374 SQ.FT. 6'•6' 1T•0' 6'•G' 3'•6' 4'•0' 1'•6' S'IB' S'd' 4'-B' 4'•9�p' 3'-61/1' 8'-0' 4'8' _ BEAM LEGEND: 24'-0• 2a-0' ! I 26-0' 2'-0' BEAM#I: W 10)(26 STEEL-OR.(3)13/4'X 18'VERSA-LAM 1 I EEAM#2: (3)13/4"%71/4'VERSA•LAM I 77-0- I 1 BEAM# (2)13/4'X 71/4'VERSA-LAM { BEAM#4: (2)13/4'x 71/4'VERSA•LAM 1 BEAM : (4)13/4-.7 V4'VERSA•LAM-OR-(2)13/4"X 91/2 VERSA-LAM E #• W 10*3 STEEL DERSEN 400 SERIES WINDOW SCHEDULE BEAM#7: (3)13W X 18"VERSA-LAM-OR-W IOX30 STEEL �. Ip UNIT TYPE ROUGH OPENING U-FACTOR A TV2652 DEL HUNG 7-8V8'X647/8' 031 g TV2652-2 DEL HUNG MULLION 5-57/8'X547/8' 031 C TW2652.3 DBL HUNG MULLION 7-115/8'X6.47/6 0.29 p M642 DBL HUNG 7-8 VS*X4:47/8' 0.20 STANLEY RESIDENCE-40 WHITE PINE LANE-CENTERVILLE, MA DRERIORDOORSCHEOULE E TW26M DEL HUNG 7-8V8'X3-87/8' 031 ID UNIT TYPE ROUGH OPENING U-FACTOR F C235 CASEMENT 441/7X3-57/8' 029 REVISIONS DATE: 10.27-14 SCALE AS NOTED I DRAWN: CSC DRAWINGNO. 1 3068 W/SDLTS HINGED FERGLS 5.61J2'X 6'-101/7 034 6 A21 AWNING 7-05/8'X 7-05/6" 0.29 2 30689-LUTE HINGED FBRGLS 3'-2 V7 X 6'-10 1/2' 034 H. TW200 DBL HUNG 7-6V8'X 4'-07/8' 031 SHEET TITLE: 3 306815 CITE HINGED FBRGLS 3-2 VT X640 V7 034 I 1 TV2646.2 DEL HUNG MULLION 5-57/8'X447/6' 031 4[AJ,, 4 30686PANEL HINGED FBRGIAS 3'-2 V2'%6-10 la0.16 U Aw281 AWNING 7A'X7.t 7/8' OZ FIRST FLOOR PLAN / XT 0{ V 5 FWG6068 SLIDER 6-0'X6'-8' 034 K AN321 AWNING 6'-03/8'X1'-91 0.29 7 V O T 4 m - n n a � V O T O T C 41� S I I x 24'-0' 2aAa 7-514' 4'$' tad' 4'-8' 4'•9' i'-7 V2'1'-71/2' 2'-1T T-3 V2' 2'-1a 8'-T11/2' x a I I I I n I E H H n x GENERAL NOTES: EXTERIOR WALL CONSTRUCTION NOTES: 3 B J B I — 1. THIS PLAN HAS BEEN DESIGN IN ACCORDANCE WITH THE 1. ALL EXTEIROR WALL STUDS SHALL BE 2XG @ 16'0.0. TION H H 6 2 H�� +' -----_ _— --- — 6 FSTH OR ONEAND OF THE MILY EUSETS,ANDEB BUILDING CODE UNLESS NOTED OTHERWISE b MASSACHUSETTS CHECKLIST FOR COMPLIANCE FOR WOOD 2. DOUBLE TOP PLATES ON ALL EXTERIOR WALLS SHALL 3 HAVE MINIMUM SPUCE OF 4'AND NAILED WITH(6)16d NAILS IN / MASTER BATH - FRAME CON5IRIUCTION IN A TIO MPH EXPOSURE B WIND ZONE. ACCORDANCE WITH TABLE 61N THE WFCM 11O/MPH BOOKLET. BEDROOM#4 2. THE FRAMING CONTRACTOR MUST REFER TO THE TABLES 3. ALL PLATE TO STUD NAIUNG SHALL BE(2)16d NAILS f AND FIGURES WITHIN THE WFLM 110 MPH EXPOSURE 8 GUIDE EACH STUD FOR ILLUSTRATIONS AND REQUIREMENTS SPECIFIED ON THIS 4, BOTTOM PLATE TO FLOOR BOX NAILING SHALL BE(4) j I i C FIB' 16d NAILS PER FOOT 3. ALL CONNECTIONS AND NAILING MUST MEET THE B. USE(2)KINGS STUDS FOR OPENINGS UP TO 4'WIDE, %/ CLOSET MASTER SUITE -� fro D 3 2 REQUIREMENTEOF THEGUIDEINORDERTOBEINCOMPJANCE AND(3)KING STUDS FOR OPENINGS 6 TO 9'WIDE. ^� WITH THE MASS BUILDING CODE. HALL: 4. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL 6. USE IN K STUNGSDS STUDS FOR OPEOPENINGS TO ' 0.WIDE, AND(3)KING STUDS FOR OPENINGS 5'TO 9'WIDE. _______________ ________________________________ � � _ CONNECTIONS.NAILING AND ANCHOR BOLTS ARE V1516LE _ I 4'-2 V2' 5'-3' Ald�2'-3 VT 17-91/2' 2'-0' J TO THE INSPECTOR AT THE TIME OF FOUNDATION AND FRAMING 7. FOR SHEAR AND UPLIFT CONNECTION OF EXTERIOR INSPECTIONS. WALL SHEATHING,USE Ed OR EOUMLANT GUN NAILS _ � 5. THE CONTRACTOR MUST REFcRENLE THE SIMPSON SPACED AS KEYED ON THIS PLAN _____ —_—__I —, r 4 STRONG TIE G2008 CATALOGUE FOR ALL STRAP.HANGER, 8. EXTERIOR WALL SHEATHING SHALL BE 1/2'CD% I I io AND TIE INSTALLATION REQUIREMENTS AND LIMITATIONS. PLYWOOD AND INSTALLED USING FULL SHEETS RUNNING FROM THE P.T.SILL PLATE AT THE FOUNDATION UP TO THE BEDROOM#3 A.6 FLOOR CONSRTUCTION NOTES: TOP PLATE OF THE EXTERIOR WALLS.THIS SHEATHING 1 1 I a 0 1. FIRST TWO JOIST BAYS ON EACH FLOOR SHALL BE INSTALLATION METHOD IS IN ACCORDANCE WITH THE MA95 CHECKUST FOR COMPLIANCE AND EUMINATES THE UNFINISHED ATTIC BLOCKED WITH 2X LUMBER SPACED AT 48'O.C.FOR THE NEED FOR STEEL STRAP TIES AND HOLD DOWNS. I I LENGTH OF THE JOIST. I I K S 2. SHEATHING TO 8E NAILED IN ACCORDANCE WITH TABLE 2; ROOF CONSTRUCTION NOTES: GENERAL NAUN6 SCHEDULE FOR 110 MPH EXPOSURE B WIND 1. RAFTER CONNECTION TO TOP PLATE;USE SIMPSON H-10 21 I I ---- ----- H 2s - ZONE.Ed NAILS:6'SPACING AT EDGES AND IT SPACING AT OR H-14 HURWCANE CUPS AT EACH RAFTER.H•25 CLIPS CAN BE FIELD. USED AS A EU85TffUTE IF BLOCKING IS INSTALLED AT FALN I HALL �► a 7.2'- 2'-31/2' LOADS I ALL CUPS TO BE INSTALLED IN ACCORDANCE WITH I C I MANUFACTURER REQUIREMENTS. ------ m 13EDROOM#2 3 � 2. INSTALL COLLAR TIES WITHIN UPPER THIRD OFROOF H I 2 HEIGHT A7 EACH RAFTER I 1 3. ROOF SHEATHING SHALL BE 1/2"CDX PLYWOOD AND - FIELD. BATH USING Ed NAILS @ V O.C.AT EDGES AND IT O.C.IN 1T-0' 17-C 6'-a 8'-0' I 6-0. H I 4 2a'-0' 2a-0' I I j I H ii H 6 2 H - LEGEND I I INTERIOR WALLS: I I i 2xE I I EXTERIOR WALLS: SECOND FLOOR PLAN I 1/4'=1'-0' 7598 SQ.FT. SIMPSON STHD 14: -- —I--- -- ------- APA PORTAL FRAME ----- --- I I I -I NAIL SPACING: 4'd' 4.9141 3'4 1/1' 8'd' 48' 21-0' I I I I BEAM LEGEND: I 26-0' BEAM#1: W IOX26 STEEL-OR-(3)1314"%18"VERSA-LAM I I AM#, (3)13/4'X 71/4'VERSA-LAM I - BEAM# (2)13/4'X 71/4'VERSA-LAM I I BEAM#4, (2)13/4-�71W VERSAAAM A-6 BEAM#• (4)13/4'K 71W VERSA-LAM OR.(2)13/4°X 91/2'VERSA-LAM DERSEN 400 SERIE5 WINDOW SCHEDUL: BEAM#• W 1OX33 STEEL BEAM#7: (3)13/4"X 18"VERSA-LAM-OR-W IOX30 STEEL ID UNIT TYPE ROUGH OPENING U-FACTOR A TW2652 DBL HUNG 7-8 V8°X 5-4 7/8' 031 B ___TV1652.2 DBL HUNGMUWON 5�i7/8'X5.47/8' 031 C TW2652.3 DEL HUNG MU WON 7.1I 5/8'X 5-4 7/8' 029 - EXTEwORD00RSLHEDULE D TW2642 DBLHUNG 7-8 VS'X4'-47/8° Dag STANLEY RESIDENCE-40 WHITE PINE LANE-CENTERVILLE, MA E TW2636 DEL HUNG 7-8 V8'X 3-8 7/8' 031 ID UNIT TYPE ROUGH OPENING U_FACTOR F C235 CASEMENT 4'-0 VT X 3'-S 7/8' 029 REVISIONS DAB 10.27.14 9LAIE AS NOTED DRAWN: CSC DRAWING NO. 1 330689-UTE5 HINGEDFBRGLS 5-6V2'x&loi7 034 G � AWNING 2'-05/8'X2'-05/8" 029 SHEET TITLE: 2 3068 9•L1TE HINGED FBRGLS 3'-2 VY%6'•10 V2' 034 - 3 306815 LITE HINGED FBRGLS 3'-2 V2'X 6'-10 V2' 034 H TW26310 DBL HUNG 7-8 V8'X 4'-0 7/8° 031 4 3068 6 PANEL HINGED FBRGLAS 3-2 V2°X 6•101/7 0.16 I TW2646-2 I DBL HUNG MULLION 5-5 7/8'X 4'-8 7/8' 031 SECOND FLOOR PLAN �5 0{ 6 5 FWG6068 SLIDER 6'P $'X 6' 034 J AW281 AWNING 7-6X7-47/8' 029 K AN321 AWNING 6'-03/8'X1'-9' 029 I i TBM EI=36.0' NAVD '88 N F / % ✓/ - -- / ' ~' `i top of CB/DH - Charles L & f'' r .r �o t.. 1$ / / / ZONE: ' f Evelyn ..M.- Maher' r z/1 RD-1- -CB/DH C34814 ° �' ' ' '' , '' / / Area (min. 87,120 SF (RPOD)Fnd 2Q r '" -j DESIGN DATA )Fronto e min 20'' Sin le Famil g y Width �m(min) 125' 4 Bedroom 110 GPD ' l r� 14.6� /� '• ' " Setbacks: \ i r'• ,, :' �> ✓ I / No Garbage Grinder + r w•� Lot 16 Front 30' �+ Total Daily Flow=440 GPD , ` ,�• •' /Op°' / :/ / : Use a 1500 Gal Septic Tank Side 10' Rear 10' LEACHING AREA 440 GPD/0.74(LTAR)=595 SF Required t 'k f `.-.- ." •r`f '' rr /, r /r�,J / •! / / Sidewall=2(12'-10"+3Y-6")z' 185SF /rj4 Bottom Area=(IT-10"x 3Y-6")=429 SF f �T PROPOSED DRY,W / / Total Provided FLOOD ZONE: I _ J - ALL FL O �a Z `\ Lit - 0 33'-"6" g�rp / / / �" , / FOR ROOF & DRIVEWAY, ' ,/ Lot 5 LEACHING CHAMBER DESIGN Zones: No Flood & AE(12) O PRO OSE r 00% .. :... .... i RUNOFFi(TYP. / All Pipes to be schedule 40.use #' SOLD / f ' ) �, Map Number ,H • �q _ WA iV R SER1/E TCH SLABS k. 28. • / ' /' g 25001 CO563J ,1 ~ BA / IT-10" 36 Washed Stones Field as Shown. July 16, 2014 y f .. LO- - TW-3 / Al. 1 LJ28/11 Location Map: 4 �' ,f 'BUILDING l 1// // 1"=2,000f' / / r' FOOTPRINT / - - - 12�=10" ,r Q i TIC f ' � ' ASSESSORS REF: ANK /' ' Map 187 Parcels 037 i ` o r MIDI. _�` % , = �✓ N SEPTIC NOTES 3. Z / rn ,/ i � I / °' 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours W ✓ '"•" / ,.'' ,/ / / Prior to Any Excavation For This Project the Contractor Shell Make O VERLA Y DISTRICT. i Fron ,/! �,,,..•"� % ,/ i ' f the Required Notification to Dig Safe(t-888-344-7233). U �? , ' , er ;• P 0;,. / /' / 2.TheContractoriaRe uiredtoSecureAppropriate PemvisFromTovm AP - Aquifer Protection District LL_ `- R' l o -P-ROPOSED /' qq °' N r 2po_ / t �/' 0 cWn= f DWELLING f (n // % = Agencies For Construction Defined by This Plan, Z C�J �- Water O ,/ 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall DIRECTIONS. ° / ~ - a F,F EL 29.7 / Be Constructed of Class 1s0 Pressure Pipe and Shall be Water Tested to Line Stub cBB/DH i TH-2 2 oa •• �• ~' ,// � � Assure Watertightness.In General,Water Lines Shall be Constructed in From Hyannis - Follow Route 28 towards Centerville; m U 0' Fno' ' . �,."' •' N ,� p Coordination With COMM Water,and Shall be in Accordance .y o z ry 1 till f -Cfl OO �� n - With 248 CMR 1.00-7.00&310 CMR 15.00. Take a left at lights onto Old Stage Road; Take a L-OWEIR (,� i a, K cb z 4.A Minimum of 9"of Cover is Required for All Components. right onto Fuller Road; Take a left onto Scudder Bay L.I r'./ Ln 5.All Structures Buried Three Feet or More or Subject LEVEL / o J Circle; Take a left onto White Pine Lane; Site y r EL. 20.75 r,' V Recommendation Traffic H-20 Always be Used.�e En eers / ti D20 g' gi° is at the end to the left, #40. i U' '' e a_kb 6.Install Watertight Risers and Covers to Within 6"of Finished Grade .1 ,; , � Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. / O / 7.Septic System lobe Installed is Accordance With 310 CMR 15.00& PERC TEST: 13,481 (Jj 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 1 ~ - - •-•, 1 ;'\ ,\ ,� C � ~- ,,,- r �. PERFORMED BY:JOHN O'DEA,PE-SULLIVAN ENGINEERING `• D• rl{8 Board of Health Regulations. \� � SOIL EVALUATOR NO.29 11 8.All Piping to be Sch.40 PVC. WITNESSED BY:DONALD DESMARAIS,R.S.-TOWN OF BARNSTABLE L 0 t 64 / \ / 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum / .,..^'''� DECEMBER 9,2011 Q , �. _ ,�" ,' ,/fie Sump of6". �,r \ WORK--LTMI T / / o\' / 10.The Separation Distance Between the Septic Tank Inlets and i r Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend TEST HOLE-I TEST HOLE-2 ^' ° ~• EL. EL.22.5 i --' ' a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14'° J ` N / 00 Below the Flow Line,and Shall be Equiped With a Gas Baffle. fl O. ws ''"✓ 23.2 3" 22.3 F\ �0 4„ ' V ` \ �,,. '"'•Isro~0 ~ / P AELAYER10YRN2 ..AELAYERLOYR4/2 .. ` \ /' �� DARICGRAXIS118ROWN DAR[CGRAYISIiBAOWN: 1 or Limit \ 7" zz.9 6 LGRAYISSAND.:..R22.0 B LAYER 10. 5/6 .B LAYER IOYR 5!4 K 7 7f / '" ` P` Y ILowlst{BRpWN:. . YtUOW1$HBROWN - " r LIGHT LIGHT ' 27° TAAMY:&AND' :::. LOAMY SAND. . . .:21.8 28" .':20.2 Cl LAYER 2 SY 6/4 Cl LAYER 2 SY 6/4 GHTYELLOWISHBROWN GHTYELLOWISHBROWN • ,' r,,. FINE SAND FINE SAND White_:. _.Pine � t '(ZPro OSr�edt r / r'. � 6„ ST•2sGALLONSGONEINI0MIN.20.5Y �w/I ' G \ o '\ sr�ru� Bta fer i FEMA Zone _Lin e_- ---�___`__---.._. - , ' .___ ___ .. .... "j , .._. .__... PP!RC RATE NIDV¢OUTN(LTAR60.74) ,ti ) 47" 19.6 44" 18.8 } \ Offer 100 ............ r p� As Shown On FIRM69 (40' Wide Private Way) iL 6 / Q LIG1iTYELLOWISH BROWN LIGHT YELLowlsesxowN / ,,........ Lane 0 2 01 0563� 50 C J July 16, 2014 126" AND 13.0 132" MED.SAND 11.5 71•--" , / , 100' _ _ Finish Grade -._. r 1f / / / / ,( ~__,_JYerfion4 -�!'- - -~ •� ,I i �_I, _ , , TEST HOLE-3 EL.3os 10 TEST HOLE-4 EL.2gs �" ;1° Iw �ll r _. . f / 1 3'Max. „.�zwl �' CB DH 9"Min Fnd CompactedFill Filter . O ) / Fabric 4 30.2 1 : 28.4 And/or IWLAYER 10YR4/2 .'AELAYERJ.OYR4/z.. BVIN 1 2 /S a 1/8" - 1/2n DARICGRAY1S118ROWN DARRGRAYISHBRR.. Pea Stone GOAM1 SrRND I(}A? Y$ANI) 28.1 3 / f •� L 5 r' LEACHING washed 8 �' '29.8 5 3/4" 1 i/2 A k0.. S 4 LA k0 5 6 / t -"" ~' / % Double LOAMl SAND YTpAMY SAND\ �. r/ o O 0 r. CHAMBER zr' .:. za.7 zs' 26.3 /�• F" Cl LAYER 2.5Y 6/4 Cl LAYER 2.5Y 6/4 , l LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN r" I - _,`..._. .,._.. _.__ / t 4' - 10" I FINE SAND FINE SAND 12-10 5 / / / _ _ _.. _.. _.. _ - OSS SECTION OF CHAMBER = .__ ./ / ,.._ - _... ,' // 4 2s GALLONS GONE IN 8 Mai.T. 3 7 S0 20---::: ` _ _Q`j, ASP / / I ,/1 4y PERC RATE<2 MIN/IN(LTAR 0.74) a V r' ' 27 0 48" 24 5 "•"" "-"�'"^Y '" '' y"�/ / /-/ % i -- BVW 4 / / LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN - �- ' ev NOT ALE- / - - / // N TO SC MED.SAND MED.SAND W 2 I / izo" 2o.s 1zo° 18.s 15 -_ vW 3 - - �- '' - ' Lot B i l \,�i, r B -�� - �-- -- " -' -1 \ See Note 6 (tJ.p.) SITE PASSED 15' LEGEND. __ " �4 �""_Y - . -- _ -- oor,na e din " F.G. 28.00- -Final Foundation Grading F Min. �,r "" ''"` / ~ •, / i andsca a Plan !i✓ r „ " - N F I, Wetland as 3.75' Complies 1C3 _ _ BVW 5 = With O Water Service Stub x - - N-" J~ Flow E uilizers 1' Flogged ed 8 q -1 Fields Point LP 99 y i I Breakout ""-^-- ..,-.-.-.,... ._ �•(4�s "`" 5�'" --- Ins 26.2 I f As Required C111306 Brad Hall Installer To I Wetland Flag - _ _ 4� -- 1 1 L To nAny Work /l / EL Sept Gallon EL. 25.50 - ._ SEP /2011 y T Septic Tank - _ S.. - `.¢O / Too EL 25.50 O / _ ,.. 'IL% �. o I j , (ee Required 5) EL. 24.83 CB DH -- -+ \'�I' j See Note 5 D-Box \II / �. Q Guard Post - - -. y; i�i3 / \ To Be Installed On Chamber '"'•..••.... - -- Stable Compacted base O 3`� 7 Leaching ...•.,,;, 5 O Utility Pole / �!� ��2 // ,� 9edding.'r"s, BVW 7 /• Inspection Port, :ffAtC.tiunt'8r■t1'keirldVe&1?epltiCC -ohw-Overhead Wires - - SS/ONAL ECG - / / & Baffels Al11JnsU)iblle sons:wtr n 5 of ^ '0 GU Wire ,/ \ as Per Title 5 fhe Qute .FPnmeter y t �$.System Existing Stream 1 . Located 061OCTIll ,� ,' No Groundwater ,. ' DEVELOPED PROFILE OF SYSTEM Per Sect Hale 2 Add 4th Bedroom 11105114 \�' , , / Groundwater Update Building Footprint 10127114 NOT TO SCALE Per TG.B. Standard Revised Landscape Plan 912114 _- --'-- - -- ----_ __ _ REVISION: Add Septic 12121111 --------- ---- - -- - -- -- -- --'-- -- _ - ,' TITLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed Improvements Sullivan Engineering, Inc. Ca eSUry 1.) The property line information shown was = b g� 7 parker Road Mark Stanley compiled from available record information. � A t PO Box 659 H 0sterville, MA 02655 Ostervi/le MA 02655 2.) The topographic information was obtained 40 White Pine Lane (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax from an on the ground survey performed on copesur-v@copeG°d.net or between 291SEPTIII and 06/0CT/11. Barnstable Mass. Centerville 3.) The datum used is NAVD '88. Draft: JOD Field: 20 0 10 20 40 80 ►� DATE. November 28, 2011 scALE. 1 if - 20' Review: PS Camp.: Project: 31022 Project: C578