Loading...
HomeMy WebLinkAbout0195 BUNKER HILL ROAD UNIT #A - Health 1 15'Bunker Hill Road Osterville A= 096-007-003 ,.i i 0 1 Town of Barnstable P# f tt+e row • o Department of Regulatory Services 1 - - - : BARNB4'ABLE. Public Health Division -Date y NABS. ,e3p. �a 200 Main Street,Hyannis MA 02601 M PrED PS A Date Scheduled. Time . Fee Pd. '` Soil Suitability Assessment for Sewa a Disposal 1 Perfornied By: S_,sro. ( ���1 erwn 17 ^, Witnessed By: LOCATION & GENERAL INFORMATION yr t` Owner's Name Location Address {jckwran i31 13unk« iI�11.12a0 D..�r��i� W s�fJr�✓f Sec l7cllu� td�k D54T -J.1{.r Address /S/ 13un�er �/�// r2mJ ►//� Assessor's Map/Parcel: �6 P�rl, 4 7-(t 7-2� 7-S Engineer's Name S z.pitN,N.. A. L0 19Nt (�orcfc "�° - NEW CONSTRUCTION _ REPAIR Telephone# v - )'11— (1 e�k 1 Land Use. 1^tS r�.oh i'tu Slopes(%) G- 6'7y Surface Stones ri dn� / Distances from: Open Water Body ft Possible Wet Area /00 ft Drinking Water Well ft Drainage Way ft Property Line ft Other tt SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) r,. cjcc:. .�'lh�l�Q 'PLC; • - Parent material(geologic) l G caa.l bid-cap bti Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face >• Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment tt, Index Well# Reading Date: Index Well level Adj,factor Adj:Groundwater Level a I PERCOLATION TEST Date Time Observation 2 �� ., Hole# F ;_ Time at 9" Depth of Perc S2 r, 5/8 Time,at 6" Start Pre-sonk Time a lO:?5 /p;�/� Time(9"-6") + End Pre-soak .lo'35 /0'63 rvtic4(<- dro .3aGlC, Rate Min./Bich Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original:,Public.Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 1001•of wetland,you must first notify the k Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/WP/PERCFORM 2Glo^ ©Sf*o'�I :O( f . DEEP OBSERVATION HOLE LOG Hole# 4— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i tGravel) Wt- 18•' � �oa,�y sAn� 7, s VA s/6 /JO (,rJi r Gb se ra'rof' aJ _ # DIJEP Hole.OBShRVATION HOLE LOG , Depth From Soil Horizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. t ons' to is %Gravel) 3/z 7,5 y R S/d, -- (g SG,d lv Yrz s/6-7—j — F${ DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture: Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders.. Consistency.° a 0 a 54 t!t7 y s .. Yt2 3/Z to Y y�'4-.132" �-� Y►'l e.�1 Sa iar� t d `t'r'� 7/ Wd GJ 'fir Oba,e' Ld DEEP OBSERVATION HOLE LOG Hole#-Y-- Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency.°° vel 0 -�/�� 4 o.Y�.3/z jo Wt `� C'Z tM crQ. SNQ Iv R,r �12. _r Flood Insurance Rate Mao: Above 500 year flood boundary No— Yes Within 500 year boundary . No ✓ Yes Within 100 year flood boundary No ✓ Yes Death of Naturally 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? c S If not,what is the.depth of naturally occurring pervious material? Certification I certify that on rr( / ?S(date)1 have passed the soil evaluator examination approved by the Department of Enviromnental Protection and that the above analysis was performed by me consistent with the required.training,expertise and rience described in 310 CMR 15.017. Signature. Date p�/ ► • QMEALTI•IMPMERCFORM ,p i FIRE HYDRANT 01943 FND ' - NNE VALLEY ROAD �' / \\♦♦♦ ♦ -42'�\ NOW . LOT 1.6 2 " 49.3' - J . N,',d�d _�40.5 -/1'"38.s` - \ ; IL _ __ - _ __ ---- 36 cr ------- _ • 1 11 \ Z 2 _ '¢ _ _ ==_ = _ .�-t_-_�__♦ tl tly 1/�.4i;TI�1`^ i _ 2�lti-. ♦t _ - ______ '1'��'~-?�4.J3;1 `-♦ It fit ♦ 1 t 1 ♦ / J / /'"I�t4.61 L L 1 33.8♦ ' COST 3 RAB.FENCE - `� � `�11 27.7 I NAO SET - a 16-=--_� ♦ t I I / -1 t 1 1 I I L I •�.'y9 t/�/ r C •1 p 1 ♦`�1P d NM 8.G -`I 1 1 i I i Ilt I llil as 0 ^ _ _ _-L -A�31�11♦♦ 1♦♦StK1 j p Ofd 1 i11 r�1 tJ1 11 i1 1Ii 1 1;, I 1iII t�`P 1r��'-8ti�♦♦♦\♦♦♦♦♦♦♦♦ ♦♦♦♦`♦�1 I1i 1�1i j 1 11 1 I 1s�\♦-♦It tl tt I; � I i I I � ,i' i � � � � ad3`♦-- _� i /Q/ o ♦ - /�'�'� - _ L /•/rl�.�/1;,r ar3.J' ;; , ;' /.; , prK.;BEs- \`� ;i 'S I '�p�I .. i - a rys�?/'� �j,, , ' ';';' ,', - - --_ _ •� I I -TEST PIT L-0(JA-nl . 66 LOCAL YEOEfA,ED W AIO `.36. W - IIERMO OFY.IEAll01 BY lU7B YmONAID;P.M. /,/i/42, , (' '�:/3r2. ' •36.4- -�.ip- '---- 8 r s _ - VE LANK BOOIT9T FED LOCATION:,Y-,B-,B r. ' ; ; ;---- --. r _�► No - OE0lIAlIgN OF AFFSJCABll1Y A-110Q� 32i / "�/, , �Y _ I CAR7 ISSUED BY 111E BMNSfABLE CONSWATICK �'J'//i j 14 , % ;, :.":- - _ - t +I • ' t0 _ OOIBIISSCN I I i.a 1 S,111{ii 1 j 1 i j i i/ i. i' f' i.: /Ij�- j:. '�~'---- — -♦♦ It 1 \ II 1I1 1 11�1I1 I � i I• 3]{/ „(�. , ..,'ice �♦♦ 1 Io In a a IIa �Illlt{tt M1111� � t l i• �'� , �g'; / .40.8�_�� i , {1 I I I I 1 1 1 1 i 11 I I. ;% ,i Lj��.4 4L- ��� 1�rF{11,,�I l ll l l { jY��l I / i , •l i "~ '' 41.0 o q\ Tits 'Ilt�l��l 1t�411�i'li i I �i.t�•� i�i i�. •��~: Ilt \ I Gj U \ i 111t11i tL11 i11�1t1 Ott 11 t111Ii1 fi%,`/ i-- 1 `` 1 \ III 1"12 '39.8' t l l t 1 1 1 1 t 1 1 I X ; l l f 1 A4`--'~ `♦♦1 t 1 It � t111 11 I I I / / \ •42.7 1 � _ 41, / •618 41 I t 1 1 111 11 i•1 1.1 1 j 1 1� 1 ♦` 1 '1 / I1�7 t 1 t 1 1 t 1 1 1 t 1 1 1 1 113A ' c0 ! / 8 1 1 I l t l I^118t I l l l l l I' i l I 1 1 r MAO SET _ e.\ ,743.15 JB.� O `�j?. r, '/��•'iy�4'i i I 1 I 1 I I I r t I l l l l l r 1 `,1 ♦ 1 I o N�YD 111•illll 4 3 4 �'.3 - j 1 p a /112!'.ti I I I I j l l i l{ I l i • pp 143.0 i' #1B42 10.3l FIE HYDRANT 43.7 CK d ,�!�',' '' '/:/' /:i/, , ', �i I�7f91J/ i i`r ' � J�- �` �1 '^♦I o u� _ O a 1B/B11BQ71 HILL,ROAD tOf00TE RIWT AND EA1RlItELIT N / // - -�```_•% OF NEW ENOLNO 1E�EPIWIE AND' p L 0 T /BO COMPANY AND OONN011tlEALA4 ; /• . OOIPANY PER OOMIYENT 2547M 1H8 RJAff / p NIP AND EASEMENT IS WTENDED 10 f ♦♦ OR- PRENOl1B EASEMENT ER110 0001 J1 11It 0786 - 1 / O // 6- •3y4 Town of Barnstable �UWE Regulatory Services °+ '' Thomas F. Geiler,Director sniwsrnaLE, Public Health Division , 039• e`�� � Thomas.McKean Director ED Mp`l 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: JZ_13-7-01 L Sewage Permit# 2011- ZSY Assessor's Map/Parcel dS(o vv�-co3 Installer& Designer Certification Form Designer: 5!imp6., A. U%z n - R.C. Installer: _N�e1c Can,w►o Address: 3ev-61-_ Nye. Address: f3 $2VNdy V-3 0- 7A Mom bkcr &k. 14 ft"nic f3ournc. MA 02937_ On -7 13 o ll INt-ek Ci met%a was issued a permit to install a (date) (installer) septic system at I rt S 13unkcr k I d2�Q , Oskryi(lc based on a design drawn by (address) S1Kwheh A, W I Isw Rte. dated 7/t. /20// - (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. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout (if requ inspected and the soils wemtound s isfactory. �H OF 1l9gssq O� STEPNEN CyG - ALLYN rn (Installer's Signature) o WN-SON U No.30216 y (Designer's Signature) (Affix ner's Stamp Here) 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:\office forms\designercertification form.doc la 610- 056- 110Z� TOWN O BARNSTABLE LOCATION CPS Guake.- � �® SEWAGE# (�O/ o VILLAGE ®v, ASSESSOR'S MAP&PARCE1674 IC07�-Od 3 INSTALLER'S-NAME&PHONE NO. lL/,/ ' o,r�� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) kf (size) NO.OF BEDROOMS g� / / OWNER � e_yc_- �✓qz�n 13ke 1.L1l m0/d oL7�ov� 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 A z ��l? � Z zz ' O @ 7q N . / 4� Fee L70 THE COMMONWEALTH OF MASSMCHUSPETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01 pplication for BigPo9;a1 *pgtem Con5truction permit 1, ^ 40 Application for a Pe it o ruct(b Repair( ) Upgrade( ) Abandon( ) ® Complete System ❑Individual Components Location Address or Lot o. dt to®Stt- R.11 Ive Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Z-740�0:3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.x71-7'S-Z C S o ���,� `�9 13Q-- , 7E 004h SE. W e.A"Is Type of Building: Dwelling No.of Bedrooms Vx ' 5V 1 Lot Size/5,9®0 sq. ft. Garbage Grinder 6/0) Other Type of Building V No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ® gpd Design flow provided 71,0 gpd Plan Date .5 � Number of sheets ® Revision Date_ V`�`/j Title �1;9c �.�g ��rw.,.� �t�� - Hooce � g lsres�jiGm� Size of Septic Tank 2-o66 y*if s Type of S.A.S. 10c,1C 57 k17'), 7 J/aj_� Description of Soil 52e- J-0 Soil iar e" r2l.e.:n E!- 1 .3 213 OL FY R Nature of Repairs or Alterations(Answer when applicable) lze,v0 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 Env'ron 1 Code and not to place the system in operation until a Certificate of Compliance has been issued by this and I <_ Signed er ate Application Approved by Date ® �^ 't3 Application Disapproved by: Date d for the following reasons on Permit No. Date Issued - —tee.=_ ---�.r.=--z=_ ��—_�--_------- -_- - ---_--_--_--- —.-- �. 14 "o W No. h - 3 Fee V i t - Entered in computer:F MASSRCHUS THE00MNWEA TH O TT; PUBLIC HEALTH DIVISION =TOWN OF BARNTABLE;#MASSACHUSETTS Yes 2pprication for,ajoogaY*potern Conofruction permit �3�r , ..•,Fr 6 Application for a Pe , io o struct( Rerair(, ) Upgrade"(. ) Abandon( j ®Complete System El individual Components Location Address or Lot Owner's Name,Address,and Tel.No. ' _-1, r-v///e /3/✓e �iE`nci.d O��rv�//c. [GC' -" . Assessor's Map/Parcel ""`f � 1?44 ��,� ���// �r� OZZ>&/ Installer's Name,Address,and TeN.Nod"`#' Designer's Name,Address and Tel.No._r7l'7 SO Z_ 5tzpvw, A U i l s" . Pe fV r �� l S a'G' 3 � �6� 99 t3�.� 79 wc�rfk sf-. N o-,►it Type of Building: 1 Dwelling No.of Bedrooms 3'ix 'T Lot Size %$ BOO sq. ft. Garbage Grinder 4/0) Other ;Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) (p(,Q gpd Design flow provided 7 gpd Plan Date Number of sheets -,4zjp ( Revision Date / 'Title Size of Septic Tank 2-o:66 9cllews Type of S.A.S. 4e-i k CA4g412eeC 57 k j?_ 7;"-DescriptionofSoil 12e .lei Soil ' Nature of Repair's or Alterations(Answer when applicable) i�/► ( / /• /! t ;:,Date last irr p cted: - Agreement: a The undersigned agrees to ensure the construction and maintenance of the afore described on sitesewage disposal system in accordance with the provisions of Title 5 of the Environnie a 1 Code and not to place the system in operation until a Certificate of N Compliance has been issued by this Board o al N. /! of Signed e ate w ` Application_Approved by Date 1 O ~" Application Disapproved.by. / Date O for the following reasons , _'` 1t f' NZ 0 I / f $ ` Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS 'certificate of Compliance THIS IS TO CERTIFY,that t e On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )b X 1- i at J has een co struct�i accordance with the p son of it e S andsthe'for -i posa 'ystem Construction Permit No. dated Installer or -designer #bedrooms Approved desi n fl 7ZVgpd The issuance of this permit shall not b construed as a guarantee that the system will f a de igned. �- Date � Inspector No. , J! y _ Fee ! ,✓�.'l THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS ligool *pgtem Construction Permit r ,n Permission is hereby granted to Construct ) Repair ( ) Upgrade ( ) Abandon ( pp ) 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 5 and the following local provisions or special conditions. Provided: Construc on iqltst be completed within three years of the date of this pP Daie Approved by 1' >W� • a .- 4 Miorandi, Donna f From: Schlegel, Frank Sent: Monday, July 11, 2011 4:34 PM To: Miorandi, Donna Subject: RE: Bunker Hill Road Hi Donna, I'm sorry. It all happened so fast on Friday at 4:00pm. You know what that is like. The applicant has a copy of the new re- subdivision plan accepted by Land Court. The owners reconfigured three existing parcels, Map 096 Parcels 007.001 & 002 & 003. This applicant is buying portions of all three parcels. The court approved the new plan by stamping it as Land Court Plan 5725-63 &64. The buyer needs the permit for the perc. test that was conducted on what will be Map 096 Parcel 007- 003, Dev lots 173 & 177 (as shown on the plan). The new address, as a direct result of the new re-subdivision and the new site plan will be#195 "A" for the main house &# 195 "B" for the carriage house. I spoke to Tony at Assessor's and he said he couldn't work with this person right now because this re-subdivision will be slated for FY 13 and he doesn't have a database for that year yet to do the data input! Tony said he would re-use Map 096 Parcel 007.003 for this new re- subdivision. So, Land Court has accepted the re-subdivision by stamping the new plan and they are waiting for the closing to produce the new deeds in this person name and part of the requirement for the closing is the septic permit according to the buyer. Let me know if you need more on this. Thanx, Frank -----Original Message----- From: Miorandi, Donna Sent: Monday, July 11, 2011 9:27 AM To: Schlegel, Frank Subject: Bunker Hill Road Hi Frank: Hope all is well. As you know I have this builder wanting septic and building dept. approvals. They started their application with me as 233 Bunker Hill Road, Now I hear you have given it 195 Bunker Hill with no map and parcel number. Then I have no proof that it has been approved by Land Court. Thanks! Donna Miorandi 1 4 245_@ TCP ` ........ IJl. ,.. CO T1 CAL CC�" 5TONE APRON `. r AT GARAGE DOOR\ c. s: r GRADE. �. `. a o .._.. -9' ......... L j ... — .__. OF I C./f-t�4:_CGiJ tEEEI OC C . ( Y r` GC:aD 1G t,'atCn:TGr1 �� I. 1 .. _ ..... -- _ CONCRETE 5LAD 1 #`,@ OT-IOM ( �, 2 CONT O 01 roo s y �' r I : B - aL Li -- _10x 20'STRIP E00TING5 W/2 k5 BAR5 CONT ..„ - c F1�;_•j,'.1;_\� .i _��"�1Y,ct� ix'tex -i"fii"Lz.�',�kXz�;�xlk��ki X l5^ rc ^ I Y C�. —_—_ h ltL1L 1ri f CL51 PIChL I Z EAR ——————————————————————————— •IIJ�5 iy is .,OR.`: •n^""'"� �I r"".`. ,,rr��q u .ti,dy u...., ...:� Ol1n ahon FlanFoundation cl-all I STAIR OPENING \ / t I-, PA 4 " JI 6 I C. - zx 1 o eo RnFrePs / 218 COL IF T,f5 \ t LLAL111 I'W'i 1 I PROVIDE BLOCKING OP DOUBLE J015T @WALLS ABOVE TYPICAL �i r m� �■ R c)c� r_ram� Michcle Cudilo r-F.edfor: Carriage �ouse Consultin fn ' cer Iue�iamond Qst—illr.,[_ Issued for Arckitectural Design �'n LC 12)C-t-ille,Modlanc 6�dgcwood 2 rI '!`= urlKer ��i1l Roao �4t�e:i i-Ohh permit 6 i 7.943.5 205 �errterville.,MA NoY.,-ell,M,a o?o6I rr I 508 771.7601 617.755.6100 7 OSt,11 , MA ss noted otherwlse 7.15-1 1 .t � f ® ® LILJ , 4 L.. ! ' _I. � _�,•!: ;�; _li--,.J- _J . ! ,,�:: ' l 0 C 1z_ .f I � �:: I ,I1, ii,.JI. I 111- J _!.I I � 11 _!" 1�,., LT L !1�_fC.Y, � 2-�L.:J,I .�,L.y�'i:. `� -� � IJ•iL-=� ���:_�]:, �L- ' -r-I'.� �� ,`_IL L .i�r II-� Ll �' � r�--J._ � � � �- I :I_; �. _ ' .`T, I'' L_ ru.il f!.!U_ L,.,L;-�- 1�,.. .lu.�l : I, _ I �,[ Ir: _ :I _,_!L r�._I•�.!:. ' '�'� �.L'_:.L:� �'�. .J. ':i L: ,DTI.._.• I_ J :T. .J ....�. L u1.f,T:.._1� .,.. ._.:.. 11.:,...J.. ..i. .,... I _.II _�.: J.,�, ..:a:. I T. ,,-_.�. ., 1 .�� : _— �. I, I:. t.,--. fJ' ,.II '':_J .L l.._.,J ..... ; :::1! T:. :: I!: ! I It ( 1 :} !., I•.• a•� rl' .. I• II ,_�I� � -�. J -i-_�1 I _71 I." I� _li 1 _LJ L;.-.., I LI�IJ �r:i r r Ir f Il :I,: _ I�_I'•. L , I .,-.._ �i! --I : �.L!. U_;.':_ ., I . ,L,.: I _i. Lr,'_ r. '•.._ _ _L:..1''1 - .�1! i�l. ._t I,; K i�kt 1 lcvatjon ■�■ eft Icvation ■�■ Froint F Lvation LP i/1_SS_ f 1-011 i/� SS= 1-011 2G'O" 1 ll lJ I Ga t z� ! _ 12 O' 4'-O' 4'i' I O ! I I o q L ------ - _.._ sG _ I --- — p _ I I / D' I PRELIMINARY WINDOW SCHEDULE M ; ` s MARS: Quant.ty 5tvle VbIDTh HEIGHT Remarks I I P' U1:115!RER SEC PU+N DE C.5 -------- O O O COYFIEV-115FFOR Opt P.GRE.i:i U':I1S UOIr1P1 iA!.CE i3 BEUR:iCiIJS C C C I ! tp i 5EE FLF\%An0�5 FOR O'E':.9iLtt CD a-o° m-a' 1 1�-0•' 1 2G'-o. ir-ound Floor m� C;e�cond Noor Man OR Koof Flan 11= i 1-011 i/411= i 1-01i i/4"_ i 1-011 �f M,�hrle Ci,dJ� Pre areal ror: F'• Carria e House D a --s.lting F nginccr �6,e pi--o-d 0— ilk LLC issued�or /�rchitectural Desi n `( D 125Cotro!,wood6"'. 2EFdQewooirarlc F)unKer Hill Road + Scale_ Permit D�C�fl 617-9+5.5205 --te ille,MA Norw4,MAozo6l ]/, 1s= 11-011 soa.77 1.7 601 617.795.6100 �stervi��e, MA unless noted otherwise 7.i 3.i 1 i 76'-0. - 33'-3- "fi F N STABLE 24'-0' 52'_0' g' 1PJL ! 3N1T18 1 e'-o• c'-o• 2r ,r-o' I a'-o' i 3'-0' 6-O' I O O MASONRY tlnsV ,@t x-j LAVER I 31 a cK tXrEw - § GRF—A?r OOM i2>qu I 5080 RENCH 8 I - .. I I �M GL SUDER I I w ❑I I L I i i I �o�o ao, e� O c wLha " BR K-F KITChI FN q 4_0 O SU TE - --------1------------ xiB $ ------ - - - - Olt-, / ST -- - - - - - - - - - - - - - - - - .�„ v - -- - - - �- - - ------- r �- --- p 1 b ❑ N _ naF wnu wbll \ \ m � I W/COWMN5 OVEN5 A5- - - - -- A - _- - - - - - - - - - - - - - -- C�1-- - - - -�- - -=-== 7-T-1 - - - - - - - - - - - - - - �, I I GL----'- - - - -'- --'�_'- t r7�4� ---- - - - - ---- --- - - -Cu G / WE GlA5I5B K .• I; �O.\ � \'gj2_Cp \ // LINE I _ z O f 4. INIIN �_ "?� BRAZILIAN ` io / O u a OGANYR C�nNNR .�,5q, 4,-64 * sA b r=OYER 'O OPEN rm ABOVE �d o \4irl N LINE OF WALL ABOVE - I I O C u c — / I 4'_0' G'-G' 0-G' 4'-CF \ \\ 115'-G' T0' 5'G' C- I C& 18,-ry 14'-01 A5 14'-0' A5 \ _ I 24'-0' 4 q-0' 12 33'-34 -1 109'-3- - _r-st n_o_o-r— -a n Lp Michele Cudilo r-paredfor. I- Proposed Residence issued Or Desi�n Consulting Engineer E>Iuepiamondpstervilie,LLCI �� d S ' 12'S Cottonwood lane 26 Edgewood Park. 2 3 3 u n e r h I Roa 'j4„e', ,emu Permit VURfllf,,ZS�(�HArckitectural6 t 7Al .943.5205 Centervillc,MA N--11,MA0206,508-771.7601 617.755.6,00 Ostervi i I , MA unless noted otherwise 6.9.t r, 31 � A I • I I'_6. 8,-0° g'_6.. .4'-6. 4'-0" 3'-0. ---i scs - I CL CL a ac3. I? f�ATI i v BATH mole 2 �UNDRY sneer T _ - N BUILT IN BOOKCASE - 1 R ROOF BELOW —.— —.— — —:—._.- _IAL -71Vt A5 N _ - - - - - - -c-J -F -- - - - - - - - - - - - - - - - WI - - --- ---= - - S4/T 2 �TE _ NDOW 5EAT I w O CD �0 S . 3-0' 5-0' 6-O" 3 6" 5 0" 3 G" 6 0' 5-0" 3 0" t 14'-0' 14'-O" � SAS A5 A5 ';° 2s,a i3;a 4c➢-O 1 c. i - -nA _o o_r_FI_an LP 1,11= i '-O" Mic�e�e Cudi�o Prepared for: Pro osed Residence Aret iteetura Design ConsuitinvEnvineer blue DiamondpsterAle,LLC ( j j ca e issue for Da n l �— 123Cottonwood�ane 26Edeewood.Park 2. 3 un6r Hill Road I tale. t n permit 617.943.5205 centervi��e,MA Norwell,MA02o61 A2 1�4 -0 sos.:77,,�so, 617.755.6100 Ostervllle, MA U. ess note otkerwlse 6.9.1 1 LV• . ' —� I 4'-O` 24 4'-0' RIDGE .. ��.--•,:.-� TYPICALDGE 51MP50N I RIDGE VENT -- 2X12RI L5TA115 - TYPICAL TYPICAL TYPICAL 10 ROOF 2X 10 ROOF OR:2XG® 2X 12 RIDGE RAFTERS RAFTERS IG'O.C. TYPICAL TYPICAL TYPICAL TYPICAL UNO % PLYWOOD 2X8 CEILING JOISTS ICE 6 WATER TYPICAL SHIELD 3'-V R-38 INSULATION UP MIN. PACE NAIL ALL ARCH - -I- \ FIN15H CEIUNG SHINGLES — TIMBERLOCX/CONTACF R-38 I I \� -.._/�V�N�7A.bm EACH FACE ,INSULATION TYPICAL / Ile ROVIDE I BAFFLE VENT I \ I I b @ VAULTED I \ I CH2.5A — I I J 24 TYPICAL I III I I \\\I 1I a vN FlN.SECOND FL ALUM.DRIP EDGE s„ m a m _ FINISHED CEIUNG �v - - 3' WINDOVL tlEAD FFIT VENT TYPICALI SOFFIT VENT K BOARD I - I TYPICAL - a SOFFIT WINDOW CLOSET i"ALL i CLO51=T N�PL DOD SHEATHING FOYER ° � FAMI Y R OM ° ` HEAD - TYVEK HOUSE WRAP 2XG WALL CEDAR SHAKES BATE- WEz"PLYWOOD R-15 INSULATION MIN. 5HEATHING - TYVEK HOUSE WRAP CEDAR SHARES I 2. R-IS INSULATION MIN. _ "p A. DROPPED BEAM - NEW GRADE 40.00 O.C.HOUSE 3 - I - H - -1/2'CONCRETE FILLED TALLY COW MNS ONLY YJASE.M)=NT _ W/SIMP50N E-LCC SERIfS CAPS - TOP KEBABS I 2b'-0• 51AD,32.4� 24'X 11I O'CONTINOU5LY -:::y - ✓2. :i: -.',r POURED STRIP FOOTING 32 O o �oo�t�r_ te1 �I �ct�_o__r�_t�r� o nn e� oct�on� �ir�, ola�e = i 1-Of1 �l 4"=1 i '-O" i 4"- i 1—Oil 26 6 / / 4-0' 4-D° 2'4'- 2'-6' as 'FACE NAIL sp W/3-I 2D OR z TIMBERLOCK ORISTA •FACE NAIL ALL SUPPLEMENTAL USE 4 \ /Is RYPICAU TIMBERLOCK/CONTACT \ TF EACH FACE TYPICAL ® I FACE NAIL - - - - ORTIMBER LOCK IEDGE1 •i,� W/FLU5H 5IMP50N BAFFLE VENT"�7\2'1B IIII�1Ip�II�II �L—�IIIIIII�{�IIII _ L55U 28 HALL t` � g]_DROOM - 5IMP50 \ in "1m TYPICAAL FAMILS'ROAM - \ _ sernoN o(rewoR ALT./F- PROMO Z11.LNG BLOCKING-� I-5PAN 14'TJI 560 MESH TAPE - `BLOCKING BLOCKING AT CWG ( A A A A WRAP I'-0' BREAK .EXPOSED ALT.A2 _ JOISTSYN ( I?<"X 16"LVL (3 PLASTER OR(3)I X 18-LVL MUDR M KITC"E N GARJAGE 4°CONCRETE SLAB PROVIDE[z HR FIRE O.C.GARAG D PITCHED MINYa PER RATED GWB BETWEEN - FOOT TWORD5 UVINfi SPACES ONLY N. DOORS 2 a5 TOP 2'CLEAR -- - TYPICAL PROVIDE 1'-0—' KNEES 6ASEME NT WALK OUT N(2)PLANES _ 4%6 P.T P05T--" 26-O' - 22'4? I zB'-a ABU46 W/5/8'0% 12' H/OOK ect�_oo�t�ru_ a_mi�_ . o_o_meot%�t�r_ _ o_o�nect�o�t�r_u_ _ar_age 411= i1-011 / I)= i1-011 j + = i f-011 Mic6cle Cudilo Preparedfor: Proposed Residence 1 (' Consulting blue issued for Design 2 unLcr 11� oac� Scale: Permit ILIviJ l�I1IlI V�J�uuul )23 Cottonwood lane 26 Edgewood Park 3 3 N K 617.943.5205 Centcrvillc,MA N I�IT o.55.6iAozo61 A 5 Qsterville MA d 9 - 9o8.77t.76o) 617.755�6100 ) unless note ot�erwise 6. .i 1 II -_ - 24'-P � R[fN�rNG WALL -...___ _ 3P-P _--_Y-7' 23'-74' 4"' .mac 91-a - ANQIOR OOU31 31ANCARO SN•1, _ PROPOSED Rat OOU•l[Mtg024.O.C. De.CKAbOV�- - RETNNING WALL /4 ATpP _ I C $ASN 1 ..-,•.:.' -.•. I G11Nt 'C7 _ r QLAA I MODWW 001V9, r----- --------— L'- ----- - - I �, E -NOTUBG9-8,CONS RETE BLOCK C31 i W/CLEA OUT �>� l 1 _ :.. PATIO tJ Iv�Ci �, �e.Eat 1 i .• I, o § /' /a:�, PR E /•• -____________ • po W Al IN� ALL ------ -- ------J ----'---- - - ------_--'� L,------------------ ----- -------- _L_ /f\ B,'O• s - I r- -- - -- - - _ — / _Y.tti Sr1,4�'f,yY/ f3 I I �. _ = sW IL \ ��w I ; 1 -CONT JOIM5 RUNS>25-� 1 ` 4'CONCRETE LAB s- �' I •' I I P05T TO ROO I { I wr.: -------- ------ / 1 f z_ 4 X I P C.O- _ I - ____ OU LY POU- RCD '-'5TR1P n • _-_--____-•_ —~ _ • —• rBEAM ABOVE wiY�'y L i _ I I _______ ___________ r -_-_____-_ '3-I/Y CONCRETE PILLED LALLY COWMNS Imo- • __-__ / ^- // ---FOOTINGS--- -- I--- --- -—�^� k 1 _ ` ♦ I ,• I _ -�-_J 1 6•-Ey _ 7_71- // I&W10EX.' `-//••- �1 Y 2 1 Cr DEEP - / // - I GO / I .. , I % ••/ -OPTIONAL BEAM I CO NTROL ,. NTROL JOINTS / -a o- S RUNS> - POCKET I � I I • IX�F 1 h COMPACTED RLL Y)'• NM 24 X10 tEM p POOIING I I C.l9 _- ------ I - I �• - I CO INT5 RUNS>25' I ____-._ A.B.® 24'O.C.GARAGE ONLY trt ° �ootin 4 --------- -'-- -------- L-_I +° lea�<;o �k;�\tom --- ,T w J w� - I see sK-z uc'uH,Xr�,eo FROM �t:CONtt M A.B.® 3P O.C.170U5C ONLY 9 F ' /' 1 I I STOOP I I\\� ENGINNER9 - P.T.3G M `rJc•- ` OVCt'JIIL - . -11.7/•'TA LOUT I l_-J � ,.I__J rXAN,MO PWI� �_ _ 5 11Y-P ! LL aAIO CAM _----_-.__ Ir.w,oltear- � gTor NM'�- --"-------'—24'-0* I I'-2} _ ,lt 109-22 JoEwr �r XM - -- _-', I�. o M O j^0 •�1I TGY►1 r 'C * �. . W.W.P UL �. REGI 2•.P I'� - ` 0 /d11_ 1 L 011 ica wa - — � 1 "'v N. MrcF,ek C udil o Pre ared For.AD Co�aultln D P Pro OSe� Resl�enceCSKHArs,�-k-itectural esr n sE e� issue for D 66�DeWood�,iervue.LLCea�e:6 17.9+3.5 205 "Ce Cottonwood lame Je Centerville,MA Norwell, permit MA ! A A A ��411= I-0II — T A B L E O F A R E A S LOT UPLAND ISOLATED UPLAND WETLAND TOTAL -I8 MAC FND 180 88,989 SF - 2.04 Ac 1,042 SF 0.02 Ac 32,070 SF 0.74 Ac 122,101 SF - 2.80 Ac - 181 95,800 SF - 2.20 Ac - - 95,800 SF - 2.20 Ar. 182 102,214 SF - 2.35 Ac - 20,024 SF 0.46 Ac 122,238 SF - 2.81 be PRECISION: i•25,334 ICE R�� TOTAL 287.003 SF - 6.59 Acl 1,042 SF 0.02 Ac 52,094 SF 1.20 Ac 340,139 SF - 7.81 he `� LINEAR/DIRECTIONAL E/C• 129. 00 31- (AZ) mo LOTTING SEQUENCE 0.103' y�c^ LOTS COMBINE TO CREATE � ,, z P 5-FOOT MADE UTILITY EASEMENT PER �` ALL DISTANCES TAKEN WITH TOPCON 174 and 179 LOT 180 ��A$ ,- Q DOCUMENT No. 116756 AS SHOWN ON GTS-702 TOTAL ELECTRONIC STATION 173 and 177 LOT 181 E R LAND COURT PLAN No. 5715-41 EDY ACCURACY. t(2mm + 2ppmm) m.s s. BOG POD 175. 176 and 178 LOT 182 N 11,23-34 `� ALL NAILS ARE MAGNETIC LOCUS LOTS 173, 174, 175, 176, 177, 178 AND 179 ARE "-- L �' ems'-` Caf'�4'�' \V3 EDM BASELINE CALIBRATION ATTACHED LA CREATED FOR CONVEYANCING PURPOSES AND ARE --�,y Ilk --�"�- �• NOT TO BE CONSIDERED SEPARATE BUILDING LOTS. --'E - I ,moo Rio. 40 - FOOT WIDE PRIVATE WAY LOCUS MAP L-so3.es' N.,a9e.oo' AVOR N.T.S. L"+�4'61' . OF N wT ENGLAND WIDE RIGHT TELEPHONE AND TELEG AND EASEMENT IN RAPH \` Snc ser `, ` MMONWEALTH ELECTRIC GENERAL NOTES : DATES OF SUl DENOTES RVEY - GROUND FROZEN FOUND DURING COMPANY ANY PER DOCUMENT Ili ENT 294769. THIS RIGHT WITH DEEP SNOW COVER N (TYPICAL) A10 EASEMENT IS INTENDED TO SUPPLEMENT PREVIOUS EASEMENT BEING DOCUMENT 116756 ;• 1•) ZONING INFORMATION ��• ZONING DISTRICTS. RF-1 OVERLAY DISTRICTS: WP, RPOD do SALTWATER ESTUARY PROTECTION LOT MINIMUM CURRENT ZONING REQUIREMENTS MINIMUM AREA: 43,560 S.F. '�: 1�Z s Na 91 •�'- MINIMUM FRONTAGE. 20' Fip t, MINIMUM WIDTH: 125' OUNC FRONT YARD = 30' SIDE & REAR YARD = 15' Z 1) A TITLE SEARCH WAS NOT PERFORMED BY THIS FRIM FOR THIS SITE; SHOULD ONE BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. 3.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON ; J •`�- CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF L 0 T 1 8 2 i9 LAND COURT PLANS AND CERTIFICATES OF TITLE. C°/ H no 1OZ214 SO. FT. t « 135 ACRES t « UPLAND LAND COURT PLAN REFERENCES: . t « t " us � LAND COURT PLANS 5725-16 (sheets 7 & 8) AND 5725-41 2U.024 ,V. FT 0.46 ACRES MA:TLIIND 1 t « % 122.236 SQ. FT. 281 ACRES 4.) COMMUNITY PANEL NUMBERS 250001 0018 D ` THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C `g, LOT AND A11 (EL 11). 7�� M � E 176 5.) LOCUS IS WITHIN C. 0. MM. FIRE DISTRICT. shape factor 87.120 S0. FT. t �• � 6.) BUILDING LOCATION PER BARNSTABLE GIS. 2.00 ACRES f - ` shape factor 15.9 ♦ ,��s LOCUS IS COMPRISED OF: N � � a TO K SET ASSESSORS MAP 096 PARCEL 007-002 g ---- LOT 99 « LAND COURT PLAN 5725-41 CERTIFICATE OF TITLE. 160531 N/F 13EATMCE E. GRALTON. TR. 0 c -- OWNER/APPLICANT: DEVONIA M. KELLER CERTIFICATE: 137314 91 ICE VALLEY ROAD LOT 61 « L C. PI. 5725-23 LOT `�9,e`�?• OSTERNL.LE, MA., 02655 177 k' LOCUS ADDRESS: 91 ICE VALLEY ROAD -POST Nl< RAIL FENCE OSTERVN.I.E, MA., 02655 ASSESSORS MAP 096 PARCEL 007-001 A; C,BAM FM , LOT 33 .,► LAND COURT PLAN 5725-16 (sheet 8) ` LOT 97 « LAND COURT PLAN 5725-41 a Ao '� `4p, FM ,14- W_ "- CERTIFICATE OF TITLE: 193620 / 59 _ OWNER/APPLICANT: DANIEL M. GRIFFIN, *.. ET UX. LINE BEARING DISTANCE ------w___r------------ ---- -- -------N 85_58_o8_ W _---174_11--- '� `��`,� S 100.5•►' 151 BUNKER HILL ROAD Lt N 09'38 29 w i 9.74 p/� -----�--- ---- ---- ( ' LOCUS ADDRESS: 151 BUNKER HILL~ROAD L2 S 44 54 24 E o.83 - � apt �% 1 OSTERVILLE, MA., 02655 'KT__ s 85•o3'i t` E 1ro sc SET ` *�► 11 ASSESSORS MAP 096 PARCEL AL 007-003 NA MARGARET SEGUR ,, ______'p -- ���``''• 8 LOT 98 « LAND COURT PLAN 5725-41 LOCAL VEGETATED WETLAND ►3 �' 4ti ' CERTIFIATE OF TITLE: 164884 CERTIFICATE: 118403 = .;� w;,a•R WETLAND DELINEATION BY LON McDONALD. OWNER/APPLICANTS: DEVONA M. KELLER LOT 61 « L C. PI. 5725-23 P.W.S., WETLANDS SCIENTIST 0 C-v N 91 ICE VALLEY ROAD �y•;�Ib FIELD LOCATION: 12-16-10 i OSIERVTLI E, MA., 02655 =" k DETE WA71ON OF APPL.ICABLITY (DA-11028) it y N 1 N LOCUS ADDRESS. 233 BUNKER FILL ROAD -' - ISSUED BY THE BARNSTABLE CONSERVATION � i OSTERWI& MA., 02655 �' COMMISSION i • „KUT s * L 0 T 1 81 m� POST Nlt RAIL FENCE `��` tp d 'W800 SIX FT. f « UPLAND AREA aAH FM i • !{ 120 ACRESIL !: shape faator = 1&0 AL '� 4• LOT 173 175 `, LOT �'?• i 6 179 L r S LOCAL VEGETATED WETLAND `� ` 4l alOtlT 0 i ` WETLAND DELINEATION BY LON McDONALD.�`.� MAN no $ i 'r / P.W.S.. WETLANDS SCIENTIST ISOLATED UPLAND AREA 2 %6 FIELD LOCATION: 12-16-10 or 50.56 01 ACRES * DETERMINATION OF APPUCABUTY (DA-11028) ��4`�b ; imf w ISSUED BY THE BARNSTABLE CONSERVATIOONN 4b;.�• i ,'� Igo COMMISSION �`'� �,� i W ` J _ • j .z LOT 173 LOT 1 77 � `� °�•� i s �;N 67,646 SF « 1.55 Agee 28.154 SF « 0.65 Aaw LINE I BEARING DISTANCE LINE BEAttMq DISTANCE `. ' =i Lt N Os'01 50 w 65.34 L1 N O5'01 50 w 14.13 aAH FND L2I N 24'5 31 a E 23.401 L2 I N 71'1010 219.011 no ``� i 0 H L3I N W42'1187 E 162.45 L4 S OVW16W w NV ly L4 N 00'5616 E 160.64 L3 S 60'42 18 W 162.4s -'� LS N 71.1 10 38.79 15 S 24's 31 w 23.49 fee. ISOLATED UPLAND AREA 1 sm UT o 4i LOT 174 LOT 178 011430.ESt _ `` 88.181 SF « 2.02 Acres 118.714 SF « 273 Aces % uNE BEARING DISTANCE LANE BEARING DISTANCE -js: ';W- 2 Lt I N 46'1 s 30 E 1 108.16 Lt S 00'56 1 s w 80.34 L2 I N 24•s 31 E I 31.35 L2 S 71'10 10 W 219.01 L3 I S 44'O6 58 E 1 32.11 L3 S O5.01 50 E 14.13 L4 S24.5731 W 106.E L 0 T T I N G SEQUENCE 1011 m ; L 0 T 1 7 S L5 N 44'O8 saw 131.01 �Z ' Z004 SF 0.05 Aces LOTS COMBINE TO CREATE � � ��LA � Ll S W011 50 E 65.34 L 0 T 1 7 9 174 and 179 LOT 180 IL • « 33.920 SF « 0.78 Aaw 173 and 177 LOT 181 `i p `�`"1k L2 N 44 os se w 7.61 ,w l4 N 24'S 31 E 108.E LINE BEARING DISTANCE 175, 176 and 178 LOT 182 -'�% • ,"S� J' L5 S 44.08 58 E 131.01 �`4` L 0 T 1 7 6 L2 S 24'57 31 W 31.35 LOTS 173. 174. 175, 176, 177. 178 AND 179 ARE `% 1.520 SF « 0.03 Acres I I S 46'is 30 W 108.16 CREATED FOR CONVEYANCING PURPOSES AND ARE `�\ LINE I BEARING DISTANCE NOT TO BE CONSIDERED SEPARATE BUILDING LOTS. JI L5 I S 71'10 10 W 38.79 Lt N W56 16 E 80.34 S 85 15'26'_w_---------�SUc XT a�� -------------I01.72' N/F EUGENE C. HILL. Jt.. ET UX. �` r� •3i , SITE L=TM CERTIFICATE: 102572 Of ke Valley ROar LOT 96 « L C. PI. 5725-41 �`�` 2� ��,��• ,• IS Dunker HIM RoarNO 233 Dunker NO Roar 0stervNe, AIL, 02655 PREPARED IN ��• CP `er,• , Deronia M. Keller Deronle M. Keller and Joseph P. Keller a/°" FM 91 ke Valley No" N/F .2•IAkaS OLSON III Ostef *1% MA., 02M CERTIFICATE 182596 , QrMn Jr , et u� ,DaAlel M. . LOT 95 « L C. P1. 5725-41 %� � %� 151 Dunker HillRoad LOT 1 8 0 Osterrille, MA., oms MAC 3"W 88.989 so. Fsh�fact2.04 or ACRES t « UPLAND MLE OF NEIWT IELEPHO ENGLAND ANDWADETNE AND TELEGRAPH A ADDITIONAL UPLAND AREA: LAND COURT SUBDIVISION PLAN COMPANY ANDMAxTH ELECTM COMPANY PEIA DOCUMENT 294761/. THIS RIGHT A�- ISOLATED UPLAND AREA 1: 484 S0. FT. t « 0.01 ACRES f AND EASflMIENT IS INTENDED 70 SUPPLEMENT Jr ISOLATED UPLAND AREA 2: 556 SO. FT. t « 0.01 ACRES ! Doing a Subdivslon of Lot n PREVIOUS EASEMENT BEING DOCUMENT 116756 �.�:� t� TOTAL UPLAND AREA:- Shown on L C. Pl. 5723-16 (sheet 8) ���� M031 90. FT. t « 2.06 ACRES t Delft' a Subdivision of Lots 97, 98 and 99 moo, op WEnAND AREA: Shown on L C. Pl. 5725.41 32,07o so. FT. t « 0.74 ACRES t 5-FOOT WIDE UTILITY EI�SEMENT PER Creating 8 Lots DOCUMENT No, 116756 AS SHOWN ON LAND COURT PLAN Nt. 5715-41 TOTAL AREA LOT 3e r- BAXTER NYE ENGINEERING & SURVEYING '�,'°' SQL FT. t « 2°° ACRES t n Registered Professional Engineers and Land Surveyors 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 a°� Phone - (508) 771-7502 Fax - (508) 771-7622 I BARNSTABLE PLANNING BOARD CERTIFY THAT AS OF THE DATE OF THIS SURVEY, THE MONUMENTS CONTROLLING PRIOR PLANS ARE IN THE GROUND N AS SHOWN AND DESCRIBED HEREON. 3 > APPROVAL UNDER THE SUBDIVISION 40 0 40 80s>t � 1 CERTIFY THAT THIS PLAN WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND IN ACCORDANCE WITH THE CONTROL LAWN E IR D LAND COURT INSTRUCTIONS OF 2006 ON OR BETWEEN DECEME3ER 16, 2010 AND FEBRUARY 3. 2011. Ln SCALE IN FEET oq < < DA SCALE: 1" = 40' N 9 7 0 DATE: 03-28-2011 ,10HN R. EWS, R/M'LS No. 2 8 4 N 1 Ln AMR o I HEREBY CERTIFY THAT THE LOTS SHOWN ON THIS PLAN HAVE FRONTAGE ON A PRIVATE WAY THAT WAS SHOWN ON NOTE: NO DETERMINATION AS TO COMPLIANCE WITH THE ZONING ORDINANCE NO. BY DATE REMARKS PREVIOUS PLAN WITHIN LAND COURT CASE No. 5725 APPROVED IN ACCORDANCE WITH THE SUBDIVISION CONTROL LAW, REQUIIa M M FNS BEEN MADE OR WENOED BY THE ABOVE NUMBER OF AT LEAST SUCH DISTANCE, IF ANY, AS IS THEN REQUIRED BY ORDINANCE OR BY-LAW OF SAID CITY OR TOWN FOR ENaORSEME1rf. LOTS 173. 174, 175, 176. 171, 178 AND 179 ARE ERECTION OF A BUILDING ON SUCH LOT, AND IF NO DISTANCE IS SO REQUIRED. HAS SUCH FRONTAGE OF AT LEAST FOR CONVEYANCH�G p AND ARE NOT TO BE : 2010 2010-056 surve worksht 2010-056-1NR.dw TWENTY FEET. CONSIDERED SEPARATE BUILDING LOTS. 2010-056 i \ BAXTER NYE M ICE ROPo \ ENGINEERING & `' r � I ;i I� D.E.P. Fle #SE 34M GENERAL SURVEYING 0 � Order of Conditions Exor": i 1.) THE snQrr of THIS PLAN IS To sHDrr PROPtSED Wt7roc AT UM ^" i CONSERVATION NOTES: Registered Professional Engineers , / CB f3H-FJdD 2) LOCUS AA Is COMPRISED OF BOG A St�nrtSbN of ASSESSOR'S MAP o9s and Land Surveyors i PARCELS o07-001, F POND ' i ! �\/ --- --_ I. NO MbRIC IS To BE DONE UNiil FORMS A a B ALONG WITH REQUIRED 002 & 003 LOCUS � � � / PHOTOGWIPHiS ARE SUBMITTED TO CONSERVATION COMMISSION. I ° A Sl1BDMsiorr of LOT 33 « L.C. PL s72s-1 s & LOT 97. 98 & 99 N 78 North Street - 3rd Floor .- 2. LIMIT OF WORK %ML CONSIST OF HAYeAL£5 AND SILT FENCING N L.C. PL. 5725-41 Hyannis, Massachusetts 02601 Al-30 WF Al-28 TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF�pP PROJECT.\ Lois 180 181 (LOCUS) & 182 WERE CRtiATED BY ANR PLAN SIGNED BY P ST & R A, FEN 3. A COPY OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO SARNSTA&E PLANNING BOARD ADM 25, 2011. Phone - (508) 771-7502 THE CONSERVATION COMMISSION. / • Fax - (508) 771-7622 APPLK:ANC AR STEPHEN F. V MANAGER LOCUS MAP TREivcHEs. BLUE DUMOND osTE i c www.boxter-nyfe.com \ / \ 4. ALL ROOF LEADERS SWILL. DISCWIRGE TO MY WELLS OR DRIP 26 EDGE11►OOD PARK N.T.S. \ C�'O/ \ NORWELL. U4 02061 � 32 \ L STA STAMP \ / L/ 3.) PROJECT BENCHMARK WG SET w PAVWff (BUNKER HHXL RD.) N EL = 39M, Won •(N OF M,4SJ, 1- 3 I PROJECT BENCHAURK. MAG SET IN PAVWff (BUNKER HILL RD.) N EL = 34.05 NGw29 .� c AS SHOWN ON THIS PLAN q ST P yG �� I �` K S T NSF AR RE SEGUR HEN ALLL Via , i WF A 3 C E R T I CAT 11 05 \ 4.) ZONING INFORMATION 0. E 1 , \ ZONING DISTRICTS RF-1 C /D ND� / \ \ OVERLAY DIS7RIC7S VP, RPOO s �• �----� . LOT 61 ti L. C. P I. 5725 3 �S�on1at 1-35 c�S. WF - 5 / MINIMUM CURRENT ZONING RE"EiiiENi 7 G I ol' MINIMUM AREA: 2 ACRES CONSULTANT \ Q ` MINIMUM FRONTAGE 20' MINIMUM IMD7H: 125' DD AL FRONT YARD - 30' SIDE REAR YARD = 15' �Illc ` 5.) A TITLE SEARCH FINS NOT BEEN PERFORIED FW THIS SITE F DETERII D L�' ` WF Al-24 TO 8E IECE'SSARY' A TIME MARCH SFW1' 8E PERFORM 8Y OiFERS CONSULTANT TDPoWAwFrc suRrEY DETAIL PSWORMED BY 89lEn-NrE orcNMINc a i I � SURVEYING ON APRiL 28, 2011. I Al-37 AL & FZA( FENC 7.) DELWATION OF BORDERNG VEGETATED WETLMOS AS PER W11028 a j SUED APR IL 13, 2011. Al AL AL 'FS CB/DH FND 8) MIMUNITY PANEL NUMBER 250001 0018D C /D� I FN I � -- THE FLOOD INSURANCE RAZE MAP DEFINES THIS AREA AS ZONE C PREPARED FOR : 8 Al-23 AND All (EL 11). AL Mr. Stephen F, Vasa Manager Al-2 \ , wF M_22 9.) P 9 Q / ` •SiTE iS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). Blue Diamond 09terville, LLC • SITE iS NOT WTF#N AN AREA OF 007ED WHEAT OF RARE WILDLIFE 26 Ed ewood Park PER NESP MAP OC'TOSER 1, 2010 •E3T07ED HABITATS OF RATE 9 �` WF Al-4 WR,DLFE' FOR USE WITH THE IN WMA DS PROTECTION ACT Norwell, MA 02( 61 RIE UATIONS (310 CMR 10). WF A 5 S/ WF Al-21 •SITE DOES NOT CONTAIN A CERIF'ED VERNAL P)OL PER NESP WP o LOCAL VEGETATED WETLAND OCTOM 1. 2010 'CERTIFIED VERNAL POOLS.' -3 \ `� •SITE S NOT WHIR A PRIORITY HABITAT PER NhE'SP-WP OCTIDW 1. WETLAND DEUNEATION BY LORI McCONALD P.W.S. �'" NE CURT PLAN 5725-41 b • FAR ZO 2010 'PRDRiTY FABi0115 of RARE SPECS' FOR UNDER THE LAND C } Al-6 ix FIELD LOCATION: 12-16-10 �, Q0 gU MASS FN15fT15 9 ANGERED SPM ACT. REnIN.ATIONS (321 CMRio). 4 56 \ SITE IS M�r►HHN A STATE APPROVED ZONE 1 GR01A� WILIER RECHARGE ..,3 PROTECTION AREA. •DETERt�iINATION OF APPUCABIUTY (DA-11028) -20 �: WF Al ,. _ ti I SITE B WITHWH A ZONE OF OONIRIBI1110N TO A` SALINAIER ESRMRY (BOH 360-45. \ \ N N . N .. N N 1 \ _ i J I II YVF Al 7 SFr1W61 ,\ I �. . � 10. UTILITY a t NIIFOfi11A liON / I C7 ... FIEINEIi�N \ i ) 0 is t'/ I I . I I 1 t t r 1 II .x l I r \ \ l Y\ I i �\ f I bo THE / CONTRACTOR SHALL CONTACT A. 1\ / 1 DIG SAFE -888-DiG- 1 i I i i ji AND UTKLTI'CdPANES TO LOCALE ALL EJ0SIING UTUTE$ AT LEASE \ � I I I ! 1 qr� D I 1 / ' r In rl lI l I I i I ' r 1 t-I 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOOM OF c• \ \ .� / l r r / l / J 1 / I 6 r I r , CB SET EXLSTNNNGG UINDERGROUFD HINFRAS'IRU.'TIN2Er UTAlIES, CONDUITS AND • ! \\ \ \S. ` LKS ARE SHOWN IN AN APPROXU47E WAY ONLY MAY NOT BE LMIED \ \\ � \ \ ` •, \,.\ \ mow,0� �\WF Al-l0 1 1 r REV. WF Al-12 RLfV, VrF 'AU-1�Ar r ' r r l r r xl I I I 10 THOSE SFIOWN FE1lEl1 AND HAVE BED1 RESEARCHED BASED ON THE Al-17 > L / l / 1 / ! 1 r r r , t r I , I i AVAHlAU E UTNJTY RECORDS NOTED HEREON THE CONTRACTOR AGREES \ \ ♦\�1\ \ \ _ / / 1 / 1 r / i n' r ! r r , r I I I I TO BE FULLY E FOR ANY AND ALL DAMAGES WHICH M W - ' ' 1 / �s �0p Pvr r l I I , I I , i xr -------------- 1 / r. �" r r f r r I , I � I I I I BE OCGISHOFED BY THE CONIRACIOR'S FAILURE TO LOCATE SAD \ ♦\ \ \\ - „ --< \ CB`�D CB / FF11blSIRUCTURE AND UIHLIIES EXACRY. F FIELD CONDITIONS DEFERS ! I I w• I /D _ __--- \ REV. WF At-14 ! ! ( I I 1 , ' I r I I I I I FROM PUN MMM710K THE CONTRACTOR SHALL NOTIFY THE ENfiWEER O - 7------- \ I , r 1 1 i I I , i I I I I I r , , HWEDUTELY FOR POSSDLE REDESIpL ... LEACHM AREA RE \ cc 7g_ -- _ ___-w Y Al-15 1 /' r I' I' I I r I •� I I I , , I ' I I I i i I i •. _- -- -------- \` / f ! I I I I I I I I � ♦ \ \ \ \ \ ------ _--- --------------- CJ>� - RLY1/. /A1r__16A1 'r 1 I I r I I I i I I ' I I I i •(WATER LINE SHOW N 8UNi�R WILL ROAD WAS Ala �" \� r I I i I I I H7t011 WP 0-7152-N ---- y RESIDENTIAL 6 BEDROOMS ( MAIN HOUSE (5 BEDROOMS) + GARAGE/dJEST GUARiERs (t emt200M) 151 BUNKER HILL ROAD I ` ` `ti `. `\ `,.`. \ `\ , `\ �--•____- __---';"--------�_--- .\\\ \T� \w. � / / / ! I x 1 ! / i I I , , , ' I I I I I I I ', _ _ _____--- _ _\ •\ '�, •�. 1. 1 I PR(%IW BY C-O-W NiATER DEPMINDIT(MAP DATED 8/6/82), W CH i x110GPD/BEDROOM \ l \ ♦ \ \� \ -J - \ .\\ � \ `\\ mow\ / ' l / !. 1 .. ! i 1 I I I\ - $ ` S / / I I l / ! ! ! l I + , L I N OTES THAT 7H I RE IN AN 8• WA7ER WN IN LOWS AREA _ --- _ `� \ \ \ \ \ \_ \ ._� / / / l 1 .l l l l t ! 1 ! I x I I I I I r r TOTAL DESIGHI FLOW = 660 GPD ` J ` ` ___ _ _- x \ l l I l 1 r 1 • GARBAGE GRNrDER (NOTE) = N/A L 0 T 1 80 �` �� ' J.\ �\\\\\ \ - y - -__ - w -,/ l �l I I I /i I > I I , 9FD1lINTION FRONDED BY NA1pNAL GRD S02602 SNOWS A GAS \ \\ •��\ - - __ - tv \ \ \` \\\ c x 1 / /, JJJ ! J ' I t 1 ' WN IN MHO HILL ROAD, AS SHOWN ON THIS PLAN, NO GAS PERT. RATE _ 5 WT. � �CLA.� t) .\ \ \ `\ ♦ \ \ ♦�- - - �►-- \ \\ �.\ \ \ �\�\\ \ �?ET / J ( l l l ! 1 r I / I I 1 1 1 I 1 I I _ O S / N/F \ \�•` \C ---=-• -_ '�" ' __ __---- \\ .\ _ , l l , l 1 / / 1 1 / r I r 1 1 , I l Sii UCTURES WERE ViSEILE AT THIS OF SURVEY, THEREFORE; AS NOTED im DIG-SAFE MUST BE CONTACTED LTAR = 0.74 GPO/S.F. �p�y� W J p \ -7 --------- _ \ •.,.,.., PRIOR TD ANY CONSTRUCTION IN M. L.na�r _ aF c.c ocn.Rcrr GR)FF)N \ ,�� �.r� l / i ti \ - ------ 11 \ N \�. • c�, , J 1 1 r r 1 I r r -� ��'-------_'-- ...- \ .\ \ � \ �► \ \ � ���J �/ ' l j '! ' 11II THIS AREA. � 660 WD/ 0.74 GPO/S.F. = M S.F. ANN. ` �/ _ \�, �L. \ \ ♦ --------- \ .I� ` ,(x� ♦ - .. �� / x / l / / / 1 i i I , } ! I r I I 1' - r ' `�♦ \ \�`,` \. '7 ------ =_ --"_ -- ~\ \\\ \�` \ '�/�\ \ \V\\ \ \k / / l l / l Ir 1. I l i I 1 1 / _ •`_-�_. - /\ �. ----- / ' COMCAST SERVICES ARE OVERHEAD WITH UDERGROUND DROP 1D 91 ICE VALLEY PPROPOSED SYSTEM 7 CULTEO 330XL OFAMBERS WITH 4 STC>fE ON ALL SIDES J Cw \ \ \ jv�: - -- --- -' \ . _ ///' , // /' i 1 i r r rr i Il i i I I X r - ROAD AND UDERGROIFD TO 151 BUNOR FHil ROAD (04-27-11). 0 .M` ---------- 0 �� \ y 1 ------ _-_ x � � � - ._ `� `♦ ` `\ `y .\ �y\� •�; I 1 Ir 1 i i ,�• f- � _ ` \ \ \ \ , , / I r I 1 I 1 II 1 r N J •BIiIQFLSTABLE BOARD Of FEALiH RECORDS lDId11E SEPTIC TMHK D-80X AND llln V C 0 OWN SDEWALL AREA 12' + 5 2'x2 = 276 S.F. O \ \ \ `: _'"-" ------- _\ \ ` \ \e w _ E4! 14. / / / l r ' I r r I r r I O W d anrmlu �• ( 884 SF '� �'. \\ w _-_ +i --x \ ` • \ \ `\ \ \ :\\ �t �_ - _NG� ' l �' ! , l 1 r �' I , I v I LFJICHHING PITS IN PLACE AT 91 ICE VALLEY Rq�D (SEWAGE PETBMr N0. 86-5fi): 'a v �1 _ ---- __-- (t2' x ---- . , �1 �- I r /�1 I i ! I 1 , r I O 91 ICE VALLEY ROAD 15W GALLON SEPTIC TMK D-WX AND LE1CHING PR INSTALLED AT 151 BUMPER TOTAL AREA 960 S.F. \�_ �o x _ r / r i l W m! I _ r I O , O ., s RQAD (SEIiGK�'E PERMif 82 396). 960 S F. x 0.74 GPO/SF. 710 GPO w -` `' -- ' . w w --- _ .• x `\ `\• \ ` ` `� `\G \ _ `�- / r I i / •INFORMATION RECEiVED FROM NSTAR ELECTRIC WI EWL DATED 4 27 11 INI ATES a J Q GPD x 200X = 1320 GALLON \ `w _-_, --- - _ \ J ., \ \ \ . . s _____ -/ , r l / r 1 I , t I I I 1 L 0 T 1 8 2 THAT THE AT 151 / SEPTIC TAM! SQING 660 w`` _ -_ _ \ \ \ \ \ S\ ___-__-_ , , 1 / / r i r I r I , 1 ` BLINKER HILT ROAD IS FED OFF 1FI� U�I�/OE(if�FIOUND U� .► \,, w x ` _ ------ \ �\ `1 7 / f r r 1 r r I I I 1 DEVELOPMENT OF 10008 - TRANSFORMER PAD 030. MOST LIKELY ANY HOUSE = 1320 GALLON �„' d' w`UMI�T�, �-WORK_' �..� ••-- _C� ____ rt"I\ \ `♦ \ `\ `\ \♦ \ \ ( � ___ -- / i l , ! ! 1 1ST COMPONENT O - -__ \ '. \ \ \ : --__ ____ -' / , / r ' l ' r I r 1 ' I I I I \ N/F PROPOSED AT LOCUS WOULD ALSO BE FED OFF THAT SAME UNDERGROUND SYS7EM. COMPONENT = 680 GALLON w � .. THE RESIDENCE AT 91 ICE VALLEY ROAD IS FED OVERHEAD FROM POLE 579 5. 2ND �y,,` 1, www `__� .•__ � --_-__\ \____ �� `; •,, \ `\ `\ `\\ \\ __-- /l. � r r I' ,' I ' i i '� `, � KELLER _ ___------- \TP 1, , 1. •` \ \ \ `\ \\ --__ _ x ! / l ' ' l r I I I I 1 I x1 1 Z USE 2 OOMPONENT 2000 GALLON SEPTIC TAM( N _ _ - - - � �` � w -____- _ w -•` \\� ` � \� `\ \\ \\ \\ "- N/l 1 rJ l / ACRES x 33D GPD ACRE = 726 GPD w, _ �.Q.W -w 40.Q \\ 9.0.�. \\ \ w \ \ \\ - - - .-- ,cTs I / / / I 1 I I I I i r I O ` \ 4-ASEPTIC 0 LLOWABLE MM.Y FLOW AS PER TOWN OROINAMCE 2.2 / w - _ - � - - �2.0 \ ` TP \ \`, - / / I I i i (1i \\ ' •REFER TO WWP-2 FOR SEPTIC SYSTEM WALS AND DESIGN ~ _ ` CIL `40.0 �\ \ 6 \ \ `\ \\\ ---- 95,800'ft/FT.I f -1 zPl.AP1D i1R6 I `\ 267. Z. t- 41 _ "'- rr x N 1 r \ \ \\ _ \ _ _ • \ ♦ \ s I x -P 1, U'P�20POS�ED T"i '� `\ ` ` \ • X I i I I I \ \ \\�\\ x w -- --- ' IC,� rN 0q�56 1 i w n 10-FOOT WIDE RIGHT AND EASEMENT IN FAVOR OF NEW 9. cal EL'\= 420�'J \ \ ---- ENGLAND TELEPHONE AND TELEGRAPH COMPANI�\AND sL` 6' xA \ \ '6ASEI�IENT SLAB =�3�.3 ) C� x � COMMONWEALTH ELECTRIC COMPANY PER DOCUMENT 294769. \ h^J , r -�• � � - _�� �`w\ W \• x r L1MITr.OF THIS RIGHT AND EASEMENT IS INTENDED TO SUPPLEMENT Q , C,a n , • W� \ , ,\ , -� r I 1 ) \ \ \` N DOCUMENT 16756 '\ x i .•� PREVIOUS EASEMENT BEING D U - \ 1 'rV.O 8.8 cA 20,' MIN. MIN. / (J1 (�J x` `\\\\\w - �\ 1 , N T . / SHEET TITLE \ MIN. i x \ PROPOSED - \ �LEKN \ I x , ouT /x , , JCott � Wetlands Permit Plan WATER-SERVICE- }YO ` \ \ x 1 I / / / / , i / / / / Ch / x 1 1 , ;cn , cJ, PAVEQW/�L� / �'' 1 I 1 / e i ■ _ �7 # �- House Cons�truct�on RESERVE , , I O /��'- ,/ \ I , 1 v► MAG FND \ EL = 7.92 I L 411 I / - ,., •04 11 I\ \ `\1\ `. �-- g�_-- - x , , I SHEET NO 10145.42 O J ' \ �\ \ice\\ ►�'w w/ - I '-�y J (Jt / 1� 2 \ / z_ I $5�1� x_ r-'- 1, A ,'00 �-(A w j FIRE HYDRANT #1943 4 , / I , L�¢�JO• 1 , -10 8.42 R90:00\ EL =GoS` , 1`J 4 -I-- - _ _ ---; -- \ NGV w\ /� DATE : 05/31/11 RANT ' / ,, MAC SET rn� c i HILL 30 0 30 60 Ncw28 BONKER SCALE IN FEET \ 40' WIDE-PRIVATE WAY\ �' c cc I, w _ - -_ _ - _/ - 8 W� AI1`� w �--- c SCALE : 1" 30' w - w NE w w rr w w w c c DRAWN/DESIGN BY: MTM CHECKED BY:MWE 2-CS-60#-1964 GAS LI -G G coJ 0 B NO: 2010-056-1 C A D D F I L E: 2010-056-1-WPP. CQNSTRucTM HOTEsi, BAXTER NYE LT-1 TYPICAL SYSTEM PROFILE 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE ENGINEERING & WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, NOT TO 8CALE 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY SURVEYING LOCAL RULES & REGULATIONS APPLICABLE. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY ` THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED Registered Professional Engineers ' PROPOSED FINISH FLOOR 42.0 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. and Land SurveyorsSEr ALL �1 = f. 78 North Street - 3rd Floor MANfa COVERS TO 6" BELOW ' PROPOSED GRADE - 40 of RISERS cavERs SHALL BE wATEIrncllr 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, _ RISSETER Hyannis, Massachusetts 02601 TO F� GRAOE NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR � � oo�ER s♦NLL BE wATERTIGf1r MAM Hot15E INSPECTION. , FINISHED GRADE 0 TANK = 40.0t FINISH giADE 40•0.+ Phone - (508) 771-7502 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 Fax - 508 771-7622 INSPECnoN PORT TO PVC. UNLESS OTHERWISE NOTED HEREIN. ( ) MSHED GRADE OVER LEACI+MG MUCH 39.0-40O± 3' BELOW GRADE www.boxter-nyle.com , 5. EXCAVATE 3` MIN. 9' (min) CoATERIAL AS NOTED, TO THE "C ver HORIZON" FOR SA HORIZ.UITABLE MDISTANCE OF 5' SURROUNDING THE 4• SCH 36" (max) Cover MIN. MI FIRST 2' (TO BE LEVU) LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR S T A -� S T A M P 2 4" SCH. 40 PVC 2'Layer 1/8"tot/2" 15.255 TO THE TOP ELEVATION OF THE SAS. INV IN = 36.5 1 " MIN. 14 0" NV OUT=36.2 Peastone LEACHING _ PVC TEE (SEE TABLE) s' SUMP 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN �� TEPHEN ym s. GAS BAFFLE INV IN = 36.1 - LESS THAN 3' OF COVER. INV OUT-35.9 / 6 / ►.�.' Yr . t.:.' 4 PVC No 3021_ ctv/c REINFORCED CONCRETE BAFFLE j BAFFLE 6" CRUSHED . INV IN = 35.7 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE J STONE BASE s" CRUSHED GRINDER DISPOSALS. sforoa►,Etz STONE BASE ~'' .r .}•:••` •: d3T�UTION BOX _ 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT �lI toll BOTTOM OF FIELD - 33.7 5' MIN 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF 2,000 GALLON TWO-COMPARTMENT SEPTIC TANK No Groundwater observed O Elev. 20.2 CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT CONSULTANT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING ST-2000-H-20 OR EQUAL UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE LIQUID DEPTH OfSEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND 4 FEET 14 NrCIIEs HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS CONSULTANT 5 FEfr 19 INCH REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY 6 FEET 24 MrCHES RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 7 FEET 29 O CH S 8 FEEr 34 MIES OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, PREPARED FOR : TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS Mr. Stephen F. Vazzaa Manager REQUIRED. P ! g OR 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE Blue Diamond 0sterville, LLC 4"�35 PVC PI SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 26 Edgewood Park RISER 24•stitwlE APPROPRIATE UTILITY COMPANY. 12•-1 FIMSH GRADE Norwell, MA 02061 I..-._ 6' FINISHED GRADE -� 1°• " " I \\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\/\\/\\/\\/ COMPACTED FILL W 8 aAss c CONCRETE 36 MAX.-9 MIN. //\\//\\/\\//\\//\/\\//\\//\//\//\//\\/\\//\//\\/ FLOOR BOY :sRAME AND LID 3/4'-1-1/2` > NEENAH R-7506 OR EQUAL 2" OF PEA STONE---; .::::::::::;:::::::::: ::::::::::.::::: -::::: DOUBLE WASHED = w/ S.S. CAP SCREW LID CLOSURE OR FILTER FABRIC " 3/4 TO 1 1/2 DIST. LINE IN _ 7 CUL C x< iv < WYE PVC 45• PVC (�35) BE ' DOUBLE 4s• 2' EFFECTIVE DEPTH -Owl n WASHED STONE TO SEPTIC 4' 1 4' 1 4' 4' 49' FROM TANK FM B=. 4' 57' 4' PVC (SDR35). 1X MN. SLOPE: �E�QN PLASTIC LEACHING CHAMBER DETAIL PLAN VIEW c- SEWER CLEAN-OUT N.T.S. CULTEC 330XL OR EQUAL p NO SCALE 0ETAIL oC va _ r 4D O 2 W J In J � � H O� w w LEACHM AREA REQUREMENTS W v m RESIDENIW- 6 BEDROOMS ( UNN MUSE (5 BEDROOMS) + GARAGF,/GUEST QLWt1ERs (1 eEDR M) SM LOGS DATE 6/12/11 v � Y 110 crE�BEOROOM P-1S27S it O '7 TD'TAL DESIGN Flow = sso GPD SOIL EVALUATOR: BARNSTABLE 0- J Q p GA%WE GRIM (NOT INCLUDED) - N/A STEVE WILSON, P.E. BOARD OF HEALTH AGENT: PERC RATE = <5 MN./ INM (CLASS 1) DAVID W. STANTON, R.S. LTAR - 0.74 GPD/S.F. TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 MN LEACJ M AREA OF SAS. REDI.MM Z 0 660 GPD/ 0.74 GPD/IF. - 892 S.F. „IN " G.S.E. = 34.5t " G.S.E. = 32.2E " G.S.E. = 33.8E " G.S.E. = 36.7t PROPOSED SYSTEIt 7 CULIEC 330XL CFWERS� N11H 4• STONE ON ALL SDES 0 ; 0 0; 0; a_ 1 SIDETNALL AREA: (12' + 57�x 2'x2 = 276 S.F. r 4" 5" 4" "5 BQjWj AREA: (]2' x 5Z3684 SF to TOTAL AREA: Ap; IOYR 5/3 ; LOAMY SAND Ap; IOYR 3/2 ; LOAMY SAND Ap ; IOYR 3/2 ; LOAMY SAND Ap ; IOYR 3/2 ; LOAMY SAND w 0 9W S.F. x 0.74 GPD/S.F. - 710 GPD 10• $" n- Q' D" SEPTIC TANK SUM 6W GPD x 200X - 1320 GN101 U_, 1ST COMPOMW - 1320 GALLON B ; 7.5YR 5/6 ; LOAMY SAND 8 ; 7.5YR 5/6 LOAMY SAND B IOYR 5/6 LOAMY SAND B ; 10YR 5/6 LOAMY SANDZ D.E.P. File #SE 3.4%0 z� C�IENr - 6� GAS 18 18 18 �� USE 2 OOMP'014aR �aoo GALLON SEPTIC TM'AC 0 r r , m o '� E o Y '� PERT � 'E - � ACRES x 330 �D/' �D C ; 10YR 5/6 ; MED. SAND C ; 10YR 5/6 ; MED. SAND C1 ; 10YR 4/6 ; MED. SAND C1 ; I OYR 4/6 ; MED. SAND Order of Conditions Expires: 61 DE8M ELEVATIONFINELY STRATIFIED Z 132` 120" 720 60r 3 CONSERVATION NOTES: PROPOSED FINISH FLOOR 42.0 SHEET T I T L E C , 10YR 7/3 , MED. SAND C2; 10YR 7/2 MED. SAND Detail Sheet SEWER INVERT AT HOUSE 36.9 NO WATER OBSERVED NO WATER OBSERVED 2 tn 1. NO WORK IS TO BE DONE UNTIL FORMS A do B ALONG WITH REQUIRED PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. SLAB ELEVATIONAPARTM 39.0 A EL 23.5t O EL 20.2t i 2. LIMIT OF WORK SHALL CONSIST OF HAYBALES AND SILT FENCING N SEWER INVERT AT GARAGE APT. 37.8 132" 120" TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. SEWER INVERT INTO SEPTIC TANK 36.5 2SEWER INVERT OUT OF SEPTIC TANK 36.2 NO WATER OBSERVED NO WATER OBSERVED 3. A COPY OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO SEWER INVERT INTO DISTRIBUTION BOX 36.1 0 EL 22.8E 0 EL 26.7t THE CONSERVATION COMMISSION. SEWER INVERT OUT OF DISTRIBUTION BOX 35.9 SHEET NO 0 4. ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES. SEINER INVERT INTO SAS 35.7 BOTTOM OF SAS. 32.7 ■ NO GROUNDWATER OBSERVED TO ELEVATION 20.2 I CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOILEVALUATOR O MNATION APPROVED BY THE DEPARTMENT OF ONIR NMOVTAL P 2 PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY M_ CONSISTENT WITH THE REQUIRED TRAINMG, EXPERTISE AND EXPERIENCE DATE : 06/30/t t DESCRIBED IN 310 CMR 15.017. 30 0 30 60 o SIGNATURE (ISE 2622) DATE- In SCALE IN FEET 0 SCALE : 1"=30' N 0 DRAWN/DESIGN BY: MTM CHECKED BY:MWE 0 i J 0 B NO; 2010-056-1 C A D D FILE: 2010-056-1-WPP. 0