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0069 WIANNO HEAD ROAD - Health
Oster vlle A = 091 '0 3 I I Massachusetts Department of Environmental Protection , Bureau of Resource Protection Well Completion Reports ' Well Driller rV W. Please specify work performed: Address at well location: CX 1°K) ` --- --- ------- New Well Street Number: Street Name: r-69 WIANNO HEAD Please specify well type: Building Lot#: Assessor's Map#: 0 Irrigation C71'j 091 CD Assessor's Lot#: ZIP Code: CT,. Number Of Wells: 013 02655 City/Town: Well Location , BARNSTABLE In public right-of-way: GPS s t Yes f ^No North: West: 41.61034 70.39556 Subdivision/Property/Description: Mailing Address: r click here if same as well location address Property Owner: Street Number: Street Name_: LINEAL,INC 1118 PO BOX City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02630 Board of health permit obtained: f °Yes (_"Not Required { Permit Number: Date Issued: -,W2019 001� 02/05/�2019 I-.__..__.._..___-----___ Massachusetts Department of Environmental Protection. Bureau of Resource Protection-Well Driller Program 1 4 Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock !Auger Choose Bedrock- ! , WELL LOG OVERBURDEN LITHOLOGY Drop in drill Extra fast or slow Loss or addition !From(ft) I To(ft) Code i Color Comment ! i stem drill rate - of fluid i I _ C�I� i �l YES NC =Addt,.,, i 20 Fine To Coarse StBrown I" I NO � � , (- 20 35 Fine To Coarse S€ LBrow� n Fast f Slow ti YES. N0: �_� Loss Adddion„•,��� WELL LOG BEDROCK LITHOLOGY ' Loss or Extra Drop in Extra fast or Visible Rust From(ft) To(ft) Code Comment addition of Large drill stem slow drill rate Staining ! ! fluid Chips ..........._ ...._._........_.._...._........_....___........._............._......._...........________.........._:________.._. _..____------ ___........_.__.__..._..J.____.._..___......_...._---.::_ _. ` Choose Code ) f,Yesl ;Yesl .... .__ �I YES NO Fast Slow Loss Addition �L 3 ADDITIONAL WELL INFORMATION, Developed Yes t No Disinfected ( Yes f No Total Well Depth 35 Depth to Bedrock , Surface'Seal Type None________fracture Enhancement Yes f:No CASING Is Casing above ground? y 's From To Type Thickness Diameter. Driveshoe .. ................-----------...____...._..:_._.:_:___..______..____..__..___—__..______.._.______----------------------------......_......._.___............c.... ..:.....! - 0 32 Pol vin I Chloride Schedule 40 ► 4 i 'Yes !. SCREEN s.No Screen From To Type Slot Size Diameter 32 35 ! Stainless Steel Well Point 0.012� 14�� - ... . WATER-BEARING ZONES r DRY WELD' ` n Fro m To Yield(gpm) 20 35 i 12, —�� :,• i i PERMANENT PUMP(IF AVAILABLE) Wire Constant Speed � � • -"- Pump Description Horsepower Submersible Pump Intake Depth(ft) '31 Nominal Pump Capacity(gpm) t 1 •' ANNULAR SEAL t FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches]'�ethotl Of ! (gal) (count) Placement f pF Nyr , CERTIFICATE OF ANALYSIS. Barnstable County Health Laboratory,(M-MA009) Recipient: Sally Desmond,, Order No.? G19111729 Desmond.Well Drilling Report Date'd:= 02112/201.9 P O Box 2783 Su.bmitter,, , Well Driller Orleans, MA. 02553 Description: 2 Day-69 W anno Head Rd. _.... .m __. , Laboratory. IN: 19111729-01 Matrix... Water-Irrigation Well Sample#, Sampled: . r 02/08/2019 -,14:30 By: DWD Collection Address: 69 Wianno.Head Rd.0sterville,,MA, Received;. 02108/201.9 ;1505 By: Ellie. . Sample Location: 4"Well 35I20 Turn Around:, 48 HrRush Routine_Nl _ ITEM RESULT UNITS RL MCI L. METHOD# ANALYST .TESTED 'TIME Nitrate as Nitrogen 3.6` 4 mg/L' '0,10 T '10 G EPA:300.0 LAP . 02/08/2019 12,55 Iron r. 0.19` '.mg/L. 0.10 0.3 EPA 200.8. CL 02/12/2019 13:46 Manganese 0:028 mg/L. 0.025 '0.050 EPA`200:8 CL 02t12i2019 13:46 PH 6.0 PM AT:25C NA 6:5=8.5 SM 4500-H=B: DCB 02/08/20.19 15:50 j Sodium 34 mg/L 2.5= 20 EPA`20.0.8 CL 02/12/2019 13 46. Total Coliform 0 CFU/100mL 0 0 SM:9222B RG 02/08/2019 1.7:15 Conductance' 310 umohslcm 2.0. ,$M 2510B DCB 0210872019 15 50 1 Sodium level above the rnaxlmum coniaminant:ievei. Those on a low sodium:diet may wish to,consult a physician: Attached please find the laboratory certified pararneter list: . Approved BY: (Lab Director) r ND=None.Detected RL '= Reporting LimitMCI-=Maximum:Contaminant Level 31145 Main.Street. PD. Rox'427..'Barnstable. MA 01630 Rh: 508-375.6665 Page: 1 4f,4 TOWN OF BARNSTABLE LOCATION I, )14a.&Jn =gCL,,,4y t� SEWAGE# -�-o l 19=O 1 VILLAGE nr " of fl 1 sZ ' ASSESSOR'S MAP&PARCEL ®q i_0l3 INSTALLER'S NAME&PHONE NO. -77I-9_T SEPTIC TANK CAPACITY I LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER L, PERMIT DATE: I -1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4-/4_— Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) f 114, Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY .} An 3 3-y lei r .i No. Fee SISO THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1 Yes 1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS iitatfor� f ' MispoSat �pstpm (to=stem VPrmit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No.(eri VdAf%f.m (-A Owner's Name,Address,and Tel.No. 05r cYAX_ tna��C+Collee� $�PC't� Assessor's Map/Parcel O91-p- Installer's Name,Address,and Tel.No. ��`,�13�9 Designer's Name,Address,and Tel.No. I j LrOL7t t,%Al eA-J sutj^,C inr¢rv�+"Lrr6v`�iti, " J .1 o M ivt p :atvc�sw S�4-tilii ti� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder d) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (k(r,,0 gpd Design flow provided gpd Plan Date�V.AjfZZ i 'Zol Number of sheets r Revision Date Title SiE 3 11 Size of Septic Tank kS00 bv11_ Type of S.A.S. 9M(&tXL (hhMWj!S i* 1 Description of Soil 1,t&4r `s" 1 i ! (y-3" Ilk AK i l�l�lc� siti w 3 1Z T3 �y luyt� l rr►Ea .� sw i=t�+t� ' "Z Z- l�j`Z`' C l,l►yext�Z.sue( �97 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 Environme t, ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. �' ,o I(, N Date Application Approved byC�A Date !/ Application Disapproved by tv Date for the following reasons Permit No. I Date Issued r • $ .. YYY M T• • �,r•..,*. • V y pig{ y'y,y�,,�•, , • ',' '1 - ��� a, it ,�y� - R •, F Fee � .'� 4 THE COMMONWEALTH OMASSACHUSETTS ". Entered incomputer�_�i' ' F. Yes • PUBLIC HEALTH DIVISION- TOWWOF"BARNSTABLE, MASSACHUSETTS JtJYication for'MIStloBal 66tetn Construction Permit Application foi a Permit to Co 6 truct(Repair(')i Upgrade( ) Abandon( ) 'P C' omplete System ❑Individual Components Location Address or Lot No.G�Wrin+.o �two - Owner's Name,Address,and Tel.No. �1� fna�k+Calker S�p��+ Assessor's Map/Parcel pgt_qt3 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �jAIRn"l�W.vKj CAW p�Zan�y�Mv�•Cire��I•,\ y5 l ov S /( M M t _5 M o26 S5 < Type of Building:- Dwelling r.No.of Bedrooms {'Lot Size � ,33 sq.ft. Garbage Grinder((!4) Other Type of Building No.of Persons Showers( ) Cafeteria(. ) Other Fixtures Design Flow(min.required) (vG 0 gpd Design flow provided l gpd Plan Date -,�rwALe" Z•'j, 7013 Number of sheets 1' Revision Date Title �►iC 1�cvti .: ( ��c.� r�PiO <n' S Size of Septic Tank kS00 be i Type of S.A.S. 5-900(akt L-6 A S6-V ' 'Description of Soil-V4-iL 1S3 j G-3 0 CA S. 3 y.i cv��rr� 1�cbtz w cw S Z 1-3 (At& iolkGIg rl1 Sang s�•e ft"b ZZ- 1-4', C. (ate 2. 1aI G mk�a SN",Ja Nature of.Repairs or Alterations(Answer when applicable) Date last inspected: ; 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 oft he Environm rit&Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / 1 ( _ /yA r r a Date // I Application Approved by (/ /iG��i� :I- AI_.. _ �1 �//*1 / �� Date / / _ Application Disapproved by_ ( / U r �� yr Date for the following reasons w Permit No. �/ Date Issued •y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(S/) Repaired( ) Upgraded( ) Abandoned( )by .�t5 W J VIA S`.�" _`at- 6 a tip ig6y "C(,yA (AV has been constructed-in a/cco drance with the provisions of Title 5 and the for Disposal System Construction Permit No. J �/ dated ,v yr Installer Designer #bedrooms'' I Approved design flow to l�� 6 0 gpd The issuance of this perr(mi`t sh(afll not be construed as a guarantee that the system will tic onju�s designed. n �` Date Z to f5 Inspector i/ l� ✓ /L .-) - ----.___. ----- --=- - ---------------------------------------------------------------------- ------ -- ------------------ No. ..a Fee ;5n ll►► THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct(�-)' Repair( U grade( ) Abandon( ) System located at Gi W,Vag►43 H�Na, (>'_IA9 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with...-µ--�— Title 5 and the following local provisions or special conditions. Provided:Construction /must!be completed within three years of the date of this permit. w '" Date l `! l/U Approved by Town of Barnstable Regulatory Services Richard V. Scali, Interim Director i"�; � Public Health Division AftbMpSs Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 8 Sewage Permit# Z- -D IL Assessor's Map\Parcelb�� Designer: LQYl1'l sAviy Installer: l Dql--Z C" STrLUCT10l- Address: -1 ?Ar (Le✓C- R-oaC- Address: Ds R11llQ �vt►4 02� Mc�,� 15 f�c l , fV(f�" On Z 8 V i ,-1 4as issued a permit to install a (dat ) , ( (installer) a septic system at 4 t kJ a �(��� based on a design drawn by (address) llV IY>2 Lt� CU{�l�J ��1 ylvl dated 2 designer) J ,. 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 requited) 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. Strip out(if required) was inspected and the soils were found satisfactory. I certify that-the system referenced above was constructed in compliance with the terms Of he-I\A approval letters(if applicable) a ._A'' n z (Installer's Signature) C v '(Designer s Signature) —(Affix Deg*- 'fm p 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:\Sepdc\Designer Certification Form Rev 8-14-13.doc > x ❑ � . ............. ° ............... .. Up 4 Unfinished > Area Media E Room Outdoor' shower a m w i o 265 ____ _ _ _ __ .. w der � � �_ 8��m Unfinished Gym _ Golf sim room t .. m3 Area � ................ ....... �w� :e .-... .............. r, .. •... _ �d LL gtn a -- .. � ❑ S N a r i f......... .... W O d - : LLIZ y m • O y W d ...............:. _ ... O U h„ O N OY C N W � �Z N O FOUNDATION -- SCALE;1/16'=1'-0' .............. .` ................! m l: o Li m _ a om w Kitchen Lnrin Master LEI _ m Suite - o � E WIC q -6 ,ra: H r UP � a I� m + b CIB: � � o 0 alk Ihru pan Dininb Master Batro m o owde a z o .closet H ° +�§ Foyer d - C a 7m w F outdoor � p ,;,.: mar- shower m ! La Wry m � Master 8 LI d f _ o rn - m ( Front Porch 4 Z m x U) ° - - w mt = U O C VN Y c N W 0 d I d ------------------ 3 O F Gara a .. .. - A xi.......... d.. m � MAIN FLOOR PLAN SCALE:5116-= x m El d 0 0 w o n U U U Ow Sating n Area - - ed 2 a l e b 1 t0• x A Bed 3 1 Bathroom «8o ti CN _ _ g N 10 •; owwmwmgowa «ngu i W O W W a N cn =L W U N O W UY C m Of N W °® Bonus j m Room ! - U m'Z O SECOND FLOOR SC LE:3I16-1'U' main i ----..: oF� Town of Barnstable P# 15-7 J Department of Regulatory Services t ' aAtttvsrnRl.R Public Health Division DateQj tbgy. 200 Main Street,Hyannis MA 02601 r, iOlFD MA't a 4a"A Ub Date Scheduled Time Fee Pd oil Suitability Assessment for Sew e Disposal' aq p=, Performed By ti1ki' 1� �� Witnessed By:_�, �IJ\ + w I� LOCATION&i G RAL INFORMATION' Location Address i & � o Owner's Name � � �. ������,� ? �Usfst �� re")pa?,J� 1�lt.ti 1 - 's fvlt l" i1 - f�lL' � Addressg Map/Parcel: �° k N���� 6 AAA Assessor's Ma � p �' t Engineer's Name a NEW CONSTRUCTION REPAIR Telephone# �_• � Land Use �� ��� Slopes(%) 6 3 Fy Surface Stones�! '_ .? I ' ll Pic- Distances from: Open Water Body 35C ft Possible Wet Area ZS0 ft Drinking Water Well VA— ft , It- Drainage Way A)A- ft Property Line 50 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 3 Parent material(geologic) Depth to Bedrock 5 Depth to Groundwater: Standing Water in Hole: Albs Weeping from Pit Face :'UN Estimated Seasonal High Groundwater EL k.5 � t$� kl",s i kO k-z— ��, t`•$ L�v1tq?6�1Se�i`�I�S DETERNUNATION FOR SEASONAL HIGH WATER TABLE Method Used: ..di A- Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION,TEST Date11Zk11 Time 1 Observation Hole# Z_ Time at 9" Depth of Perc 4 F3 e 30 Time at 6" Start Pre-soak Time @ 1_ a/•/j Time(9"-6") IN End Pre-soak Rate Min./Inch < L V-✓t Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/l) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTICPERCFORM.DOC (� VS t , . -DEEP OSSERYATION HOLE -LOG Hole# .. .( -� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG"r' . D So Hole# Depth fromOther Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) _A _1Zc C.- DEEP OBSERVATION HOLE LOG Hole#_ _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) t� ci t- Z�..1Z 0 DEEP OBSERVATION HOLE LOG Hole#' Depth from Soil Horizon Soil Texture Soil Color Soil flier Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) A Flood Insurance Rate May: Above 500 year flood boundary No_ Yes ✓ Within 500 year boundary No Yes Within 100 year flood boundary No✓ Yes Depth of Naturally Occurring Pervious Material -Does at-least four-feet_of naturally occurring pervious material exist in all areas observed throughout the ti µ area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on QC (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. 5v Z`Ii\ Signature �i✓t V b`� Date ?f I V Q:\SEPTIC\PERCFORM.DOC No. Vj ®19 001 Fee � ©Q BOARD OF HEALTH TOWN OF BARNSTABLE Zipphratton _for Yell Cou5tructtou permit Application is hereby made for a permit to Construct(�), Alter( ), or Repair( ) an individual well at: � # y> 69 W; anno Head Rd� 0S+er VNNa- ®q 1 10 13 f , Location-Address Assessors Map and Parcel I'4. kOwner V% S c�Z�1 Address \9QA\ c � hl✓ -0 2-133 , 0.(VAn KM 07-(,53 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well L4iit SGW-9c) P' VC, Capacity_ Purpose of Well \ C C ig,Cjok Y\ Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Ce fijategof Compliance has been issued by the Board of Health. . Signe( ,UU _ .'" Date Application Approved Bye/ Date rd ' Application Disapproved for the following reasons: Date Permit No. W 7 0 I q — 00 1 Issued 2-,A5/-2401-7 ate -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(,/), Altered( ), or Repaired( ) by 1>1ZSwNo�d. \e-V\ {)rA\irA ` Installer at -- 6-C� O-etA ,p� U , NJ tf has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit NoL,7, /y—,Ccj Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No.W 019' .001 Fee LIS` an BOARD OF HEALTH a °� 1/5 11 + � TOWN OF BARNSTABLE �pf L�1 0[ppYication for Yell Cougtructiou Permit Application is hereby made for a permit to Construct A' Alter( ), or Repair( ) an individual well at: ����,� (V9 Wionnp +lead Rd 1 OS,ety��1� Oq e l 01.3 � CP r' Location-Addrr+ess Assessors Map and Parcel 1 Owner Address Installer-Driller ` Address ti Type of Building Dwelling Other-Type of Building No. of Persons Type of Well H$I s cm t,b 19NJ(-- Capacity Purpose of Well l C C�C\ejlksn V Agreement: } The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the ,a well in operation until a Certj fi ate of Compliance has been issued by the Board of Health. d Signed_-� � 2 (� C1 Date Application Approved By ��for DateApplication Disapproved the following reasons: Date Permit No. 2_0 `q r 00 1 Issued /7! /7 Date —-------.-------. ----------------------------------.gym---- . ------------------.----------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(16, Altered( ), or Repaired( ) by D�S �-,d• W2`� ����� r� ,'mac � t Installer at 6�, W �r�Y�rf3 ��-Ct; x r�J i .c V;\l _ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No!. Z Iq cot Dated r f THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector _ ___ -- -_ -� _. -- --------, -_ ---------- BOARD OF HEALTH TOWN OF BARNSTABLE Vern Construction Permit No. )2.cw� 001 Fee ( 4s .00 Permission is hereby granted to N5VVN'0y-A \Nt.\\ bc�� h-4 l y1L I Installer to Construct(V), Alter( ), or Repair O an, individual well at: No. inY\Y,C3 0'&'x Street pp,, `` c, as shown on the application for a Well Construction Permit No. V / I "ruo/ Date.! t� Date 5 [�'"D Approved By DIRECTIONS ZONE: k yz - . F Npn 1 -Tote Raute 1e xto OatvNDn At Ri-1(RPOSf fM1 IpM1 Nlrlte Nm PmtrY fate o I.X mt. —(mx.)) OafrWl wmt ewntode ama ma ron..t.IM1. Flmto a(rox Was B8 me rot o eX wt.uox St—L rd:e 4ht Indm B yPon>.Ft-4 and rdm.—ght tM1.myn. ,-a g aro d�ro tn.ma role o.qnt onro s..a.. . Fro„t w' -� tl Nm a right-1.Wmne Nmd It— Ada 15' f - Prwp y ism t°e t0t./89. It—15' `k OVERLAY DISTRICT: j FLOOD ZONE: K K(a.1LA•m.a A 021 A W01), Z / Hama m YM/ arshieCO,zoii LOCATION MAP xae r-moo' \ ASSESSORS REF.: h _ E.paA Ed,,,,Or Fl m. i N o � d °' -...• oA-o )e r m Y • .°� / Lmd.M Edq -- 0eC fd • �i , •. 1r a e0 ) rla �i _ Lot 259 / a• I t- \c YY / µ)V'(' m erevr �rtrV rw.t f ____.y____ .•.. NMmsu� _ Pfl-82 61'R BB Lr=n ] . 1)84fBV01TA yy I ' rLAQ@laARBA ,� �L 1 ♦ mr • I aYl Vew L cHuSmmtnumERnmoN ..—r..�' ee.LC 0o�s6'1076376 \ P 1 ra.rur .. I . [rrn�-wr.t.esrswmmNra , wmu v�rwrrxr..err - ' o....Nw,r..rNra..r,....., ryo0 µirc-u necw - - / 44 - roum�io _A_-. -_ • J r L Lot 219 4 PRa.oSfD aal 'roel � I �1Y .- PBRC iL4E:11,119 t WT ••.• AI�WrLOV9 ` MaL oaA M arre FAST _ _ _ rRO PAnoA T > )AWt 1 Tmr9ara 1 wam.a �- ` .. g 0 r.m . 51 A. . _ - �• LDt.FBU 19.]J]t5F I.133AC oaWa CROSS SECTION OF C 4AMBER L - N ml5w,E = r /armor _ ____ '. _- _ Legend., ": .-- . Wianno Head Road (40'Md.-Pd.te Mty) Lat 250 Lot 257 _ DEVELOPED PROFILE OF SYSTEM - Narrosa,E - o tBrnx . o p UPOAIE PRfPOSEO OEO( 11 6 O18 p McWa Red ' REx90N:AOD PABO CABANA B RETAINING WALLS 8 6 I8. RILE' - - PREPARED BY: PR�AREO FOR: NO1ES Site Plan Proposed improvements Slll1 � CapeSury �.POi Ylx.xmotmMumme At LmeNPo •..+�.I...,a.m "mt..B.° Mark A&Colleen A Superko eanipBa°xwn.w,.d.m.°.d xXem.tro,.. y. zl Tn.e[poorwnx xrnn.ean..,amx.tl 69 Manna Head Road . we/, ,/,yo-� Avm o the 9mme w wy uwX roetl m Barnstable l Mass. " °�'" "°•t.m 15/EB�B1 m°2a,�'"; ostBMuB) o i) d 27 vmtl n xAw'ee P'arf:.AlD/CIR iMd�RRL/NHK/1MLL ' OAIE .SLATE Re Her.xnyom Cam../Dr.R/Reiav:RRLIAX! uaamea v/ocr/r). January 23,�2018 1 e=20 pre}/AOIB Pro}/p-5]1 ual Chanoe I _.. �,. ....._...._. VERTICAL RENC YARD R FEMA�-Zon e -1 --o ` \ - H as per FEM Floo _ 1 _ ORoPQSED .DECK _... .....DRAIN _CO NECTED 1A Zonery Flood Zone \\ �\ W� PA TI0 BED — �� TO CA T P BASMI..� ..._.. Jt�1 y016,0 20 QD T - \15 V _ EXIST}N.G DWELLING - �� \� UNDER CONSTRUCTION W PROPOSED ' POOL FENCE P_ROXD9. �� .7' - / CLEANOUTS \\ / (TYP.� \ � . PROPOS SEPTIC a f TANK 20 EXISTING \PROPbSED� pop GARAGE, PAVE'RC' , UNDER `�DRIVE\� ( , f j CONSTRUCTION 19.5 ` TH—3 / X �� �� , �_ _ _20 Lot. 60 PROPOSED - ` 49,337f"SF 1.13±AC 15.6' 1 p .- of t 'a Overla \ 60.� It M 1 11 N 100%kRESERVE o { O 1 PROPOSED S.A.S. 50.5' p�� r CB/DH _ Post & Rail Fenc 1 4 Fnd r N 60°15'00" E ' t r^n. e 9.DOORS AND WINDOWS: e ..;:'. ..Y,r.; .y '.."^ '. ,'t„#'b"a n*'.', 2.,�..» 1�t�d y.'•_ - ,s.l, ,.,,..,,.,r;....�.T-,,.. e,�„" , '7- GENERA,haO�$ ys t rviile MA a.Windows to be Anderson,40U series prefinished white,simulated divided light with 718"grills. �- New single family home in 69 Wianno Head Road, Os a 02655 Exterior color to be (feature color). - d Owners of Record are:Mark&Colleen Superko paint color; + "� ^rr c r1 I I, I + a si 1 I+31 >W •r I,wLU nt: Cgordinate window rx+lor and IT Doi * t; 1 W> 4au a 1,Provide Flat insect screens. b.Interior doom:two panel solid core,smooth finish,"Cambridge"by Jeld Won or similar. �'^ �`•' +_" f � ' " r ..,x ,, s New Fit 51 fluor squaie footage: 2,560 SQ FT nnnr P or a ual on,,,+. i.' ar". A.�P' 7 "' ,by _ .. " ., r• ...hRrdwnr0:Stanley hardvrarp... ? .,+:+. l`""f: ,.... :.I. ,. ,..:..: tiew oecwJ fluor square Fuutaye.1,535 oQ FT A—Abu—Oaiaye.401.3Q FT 'T'4?,. ..,: .>., o.:. ¢� ker�* x "1, +° ,f °•4+`,° °V New Basement.Total 2,426 SO FT Finished 1.421$Q FT y ,� fb,u),'I ..... ,,!:^rw 1, , ,t; w, -I otal finished square feet=5,778 SO FT y.Fi - m + a ' „ a Mshes. a, U a.Flooring: Hardwood to be GENERAL: b.Walls and ceilings: •^� - i.Blue board and smooth plaster finish.Color to be selected by owner - _,,, *-' +r rw' ,.'+ '�h.•d2 ""'" ", ' a �'a„v,' r .r, f,�§rPa+ �1f # r' if h v x a rnnlrartnr in vanfy all dire—in—in field pnnr 1n 09ding rnnstn frlrnn, -. c.Cabinets and Counter tops, see schedule,provide$ cabinet allowance for kitchen,$55 per of "_ „•.' #, ` r b.All work to be in accordance with all applicable local,state and national building codes, p -_+^ c 5 iI • g counter top allowance. d .. : _ .+:.= r "k and in accordance with all manufacturers recommendations. ..: t - ,,"`^ r i6•.'��' .� s^' ';r f' c.State building codes shall take precedence over any information contained d.PVC bead board edge in center on porch roof in the drawings or outline specifications 10.Specialties:_ • a.Fireplace:see schedule d.Contractor to bring any discrepancies in the drawings to the attention of the designee b.Closets:PVC coated wire s , ;",: 4 O ".( e.Permits-contract to provide all necessary permits during construction - " r + ';;f .' w Q f.Insurance-Contractor and sub contractors to provide all required insurance during construction "r '�` d -�;* 's p Y including builders risk insurance and workman compensation insurance. 11,Equipment: w - - ' ,• ;„,r, W + a g.Supervision-Contractor to provide adequate supervision throughout the course Of the project a.Appliances: as selected by owner h.Debris-Contractor to remove all debris associated with the project b.Central vacuum system:as selected by owner ,a ,- ^r -_ s 1; „$�; b •-'s�, ¢ U k,k i.'Portable toilet-contractor to provide portable toilet on site throughout the project ;. - � .. _ ,a� Warranty Contractor and all sub contractors to warranty their work against defects fora period 12.Furnishings:not applicable .. Z cc - 1- ty- ty g 13.Special Construction:not applicable . _ w m of one year from final inspection.of their work. - ++ i N w 14,Conveying Systems:not applicable -. - 2 k.All final finish materials and trim to be selected by owner and builder. - ^- ,,,m •,y, - - .,*' w LU 15.MECHANICAL -, .F *. »x,t t I - '� - 2.SITEWORK(BUILDER TO REVISE LIST AS REQ'D) _. ''` a.Plumbing: �. a.Clear site at areas of construction,remove trees and stumps at these areas. I.Warm air heating and cooling ", +ice-''"'"'r, ^• - �.-^ 'j ,, k-� - P' :_ b.Driveway,crushed shells with Belgian block border(see allowance list). - ii,Provide water heater as recommended iii.PEX supply lines,PVC waste c.Walkways:brick,shell,or sheet dust(see allowance list). - s • r- equivalent.fixtures:Kohler or e Plumbing q . -- .fl ,,.^„• 4�, d.Landscape:finish grade and seed disturbed areas.Additional landscape per owner. iv. ^ s e.Connect existing utilities from street or site to new house(water,septic,electric,cable,telephone). I.H Mechanical:aril: , -., ,: ^ I.Healing and Air Conditioning three zones f.Provide a$ landscaping allowance for hid phase - .- u.Air handlers and air conditioning Ili.Size equipment to supply even distribution 3.Concrete(BUILDER TO REVISE LIST AS REQ'D) - 1v.Provide continuous operation ut �• ., , �,,. - x-' I � a.New foundation walls to be 8"wide,8'tail concrete. '_-4rtr - t +.,'fa•_e `, .a .,,,,, c-'+ a.` "", '. ``` „"`r t �" '. , - ' '" „'< -, ..✓ Bottom of all footers,minimum of 4'below grade,2500 PSI concrete. 16.ELECTRICAL -.,,;'�;y„ :Yut' , ". .tea"'SX *--'s��y, •;`<� - �, .t - r ram: _ v 5/8"hot dipped galvanized anchor bolts at 4'on center and no more than 12"from comer. a.200 amp service .- Minimum 7"embedment.All footings b.lighting fixtures per owner ` ° sr -j-•x ,1..- '�_ z�'=+E' `°F o .<»� �-- �, -w�, ', r --- " z to contain two#5 rebar.All footings on compacted virgin soil. � c.All new lights to be on dimmers e. '' -• � - w ;�. � N b.4'slabs at basement floors,2500 PSI concreted.Walk through electric layout with owner concrete at basement door slab.All slabs on vapor barrier,_ V„t,` , ' , ,., it s ., '� $ ,p w e,,w - - a-�.._ z e.Provide hard wired smoke detectors and - - ,3,-. > - _ on 4"compacted crushed stone or gravel,on compacted virgin soli. _ - .•- _.. .-:; _., '^a ` tit per schedule Exterior lights p _ c Provide full perimeter drain o carbon detectors per code applicable for soil type. w d.Provide basement damp proofing. � f.e.Foundation contractor to provide basement vent windows as required. to o o_ 4.Masonry(BUILDER TO REVISE LIST AS REQ'D) - - - o oa V17o a.Azek veneer@exterior chimney(sample approved by Owner) - - z "' " < b. veneer@interior chimney ---- -- v�1 v4 m C. at raised interior hearth. - - D RAW I N G SCHEDULE AREA //�� SCHEDULE d-Provide a$ handscape allowance for bid phase AIREM(COVER PAGE 1 5g o Z LL _ NAME �C0LOR,1 AREA 1LOCATION FOUNDATION 2 5.Metals z d O 5 m (Area 14�( � 335 sq ft.rLawER LEVEL o MAIN FLOOR PLAN 3 - a. flashing. - SECOND FLOOR PLAN 4 Area 3 Ii� 1435 sq ft.FINISHED LOWER LEVEL a b.Metal fireplace vents per fireplace manufacturers recommendations. ELEVATIONS 1 s Area a63 sq ft.POWDER LOWER LEVELto jl ELEVATIONS 2 6 2588 aq ft.I MAIN.FLOOR - 6.Wood and PIBStIC: CROSS SECTION 7 ,A—66 I^�� 125 sq k',MASTER BATHROOM 1� All wood to be equal to,Or better than#2 Southern Pine OPENING SCHEDULE a iAma 7 1511 s ft. i q (SECOND FLOOR N i� -- ELECTRICAL eASEMENT PtAlt 9 W a.Framing: - - (MAIN ELECTRICAL PLAN 1a Arca 8 i ]I 395 sq R�SECOND FLOOR OVER GARAGEl1 - ..i.Exterior �j : 83:fq ft BATHROOM 4 z iii.-Wterior : 4,1 "once ter s specific otherwise R21 High density fiberglass batt insulation secouo FLOOR ELECTRICAL 11 (Area 15;j� as aqa BATHROOM2 A ea9 n.Interior Walls:Zx4,16"on center unless otherwise noted I WALL SECTION&DETAILS 12 L._...:_. -_.._ W heights: 9 P - �i- '.?13735 sq ft.; Q iv.All wood dimensions are to framing(not sheathing or drywall) _ - (n (Q 7 a� L 1.First floor ceiling W.as per plan and section. �„ - V 2.Second floor ceiling as per plan and section. - \f _ tU iv:Floor framing per plans(long span joists by Boise Cascade or equal). - - O to 3.Bolt deck frame ledger to house frame. - . In 4.Provide bridging at all floors as required by code. _ - O C Y � m CU 5.Provide double 2x6 sill plate,pressure treated wood,at top of all foundation walls,anchor to foundation, W O b.Sheathing: I.Exterior walls:112"cdx plywood. - ii.Roof 5/8"cdx plywood. c.Exterior Siding: i.(Similar to existing main house) it.Attach shingles with stainless steel or hot tipped galvanized nails,andlor ring shank blunt tip nails. d.Deck and exterior stairs: i.5/4 x 6 pre-groved Azek decking - ii.Azek rail system in white - e.Exterior trim:refer to drawings for specific conditions. ; 1.Azek or similar,paint to match window trim. - ii,1x6 Azek corners where req'd,1x4 Azek window&door trim,1x4 Azek wainscot board,1x8 Azek frieze board iii.Azek or similar shadow board @ eaves/rakes - iv.Install frieze board on strapping to hold frieze board off of plywood sheathing v.Spline(ice and water shield over house wrap)behind all trim - f.Interior trim:' I.Typical door and window casing: casing, Head, sill and apron. ii.Typical base: - - '� g.Staircases: 1.(Existing-Do Not Modify) - 7.THERMAL AND MOISTURE PROTECTION: a.Insulation summary:Fibergiass,R-38 at roof ceilings without heated space above, - - R-21 High Density Fiberglass at all 2x6 exterior walls. l D b.Roof shingles architectural asphalt shingle,30-yr warranty,color; by Certainteed(or similar). Felt undedayment per building code.Hurricane-nailed. _ y c.Ice and water shield at lower 6'of all roofs,and at all shallow pitch roofs(under 4/12 entire roof area), - and at all valleys.Refer to building code for application requirements. - d.Copper Flashing(_drip edge). e.Kraft paper face vapor barriers at all exteri_or,walls. 5 5 z O O Z Lu Lt O ` zl ---------- "e-Y a I Lu .. 21. cc - C - ? x p¢ U, " W w M wLU Qa ----- ---- H — -----: I - - ---- -- ------- - -- -- - -- - - - e -- Unfinys Ar ea Media ti ate, E _I Room �\HVAC SOFFIT ' f o Macnaniw15oflI1 4 � � � .. - � N Ln � I � a o 0 der "� NOTE-REFER TO STRUCTURAL DRAWINGS FOR R,05T3 D;BEAM IOCATONS I \2J OU o¢N I h7. Nom oz_ _ _ ..___. -. _____ _ ___ ______ __ ---------- Gym ZmUnfnishedGolf sIm room Area ...... F o�a r1h za s \ a -------------------------- LO Ui CD : - I - --- ---- -- Y r cu r 1 r ax U) c N'-S 15'-H• 1T ,rat^ - w = -- - ! =' ca I6 SMOKE c cn 0 } CO+SMOKE DETECTOR I Y c ca I} HarwooE r¢a:t,326 M ft w A Tit.Area 51 iiq ft - U) C H 21 a c AFft a . 4 FOUNDATION ? SCALE:3/16"=P-0" r e I ' zra /�� Irs IN '- -� 2 7 0 0 LL LLI ir-81 .............. ............ Uj 8 LU ................ Ne 7127--------- .................................... L) ......................................................... (L ............. ....................................... ------------------------------- < 0 ................................... z z cc ................................. 0 Ir LU W Co ............. ............................ LIJ < (n w IL Z ....... 10, F LE=L, i Dn. Kitchen rF :; LivingMaste t --- - -- -- - ------ -- -- ----- --= Suite , C - ------------ ------------- ---------- -------------Z,- 4- ----------- ZD - ---------- --------- U m TI:1-11-11-0) CoL-5 --------------- .......... --------- z .1;1 ------------ < 7 Z 7.7 7 7.71- Z7 Master —27! walk Powde b thru ic pantry o -e Unind.................... ---------- iT-91 L! Ldiundry -------------------------------- C z 0 1V-31 ;D Master Sifting 0 LO I 11Y., (.0 CN 4 i-I------------- Uj-------- ------------ Mud -- --- - 4jli CU 0 Front Porch Z w Of ,IF U) (p W CC IOISMOKE 0 (n CU ------------ 711 IT I IDICO+SMOKE DETECTOR a Hardwoodh-2,370 sqf! w AR 2 w 'ILI T.. 92&1 CL -----------------T-- CD -------------------------------------------------------------------------- ------- - --------------- Garage ---------- ml --------------- MAIN FLOOR PLAN SCALE:3/16"=1 a Z,- 0 0 � LL W C] , a N u : • : W �� - T-T,Yta' 3'�5{ta' Y-tY.' -10:5' Z-,OX' 2tf 4'-53116' /tl/ // ✓ / �' > W /�r'/� /�,•� o ir \2./ ./ .�r j.ji' x•. /i/ /// / %jszwi' ox / /� ru„ ' p¢ w cn------ f T I Sitting -. ...: - 'I ✓��/' % // / // /f� J /j m Area Bed 2 I . � ' Cathedral/ / / j/ ryI Ii c -A v.� ��/ O '� �a za -- -- s'T'�'`---- (-ro,c' --s-ay. v� F_Ba ra . ... .� h l _ r 0 �� hrao Bid 4 ° Ln. Bed 3 m s LCI J o gg /� // x___:% '"�,'./y I. '• cau• \ .z,-zx• ._ 't� viv. '' U ei 30 LL m m /'/'// / ': / /r/ // // / a / / //f//�1 /// ✓f// i p=, LL x zao,.• / "r r` / / / �// ;'���/// y/ 1-/ I ' '/%/ i� //` �(`i /. /✓ / i a p_ ro a�nr_, r a'-z.1z-y a-z•aYa a:nr(nr US LO ✓' "' /�/ tt•s /.L i 2-2% 2A/. _Y.eRYaY' z o1.- YaX' - CO CN ommaoraamnoa.ecowr W O r W o DETECTOR Z CO+SMOKE DETECTOR i p U) CHa U.-d Area'1.3C4 sq ft W TiID Area 150 aq ft �I x/ cu O N cu o�I / Bonus I, y / - - . fr / f sI Low ! / F� Storage: / : a SECOND FLOOR SCALE:3/16"=1'-0" DIRECTIONS ZONE: + dr From Hyannis- Take Route 28 into OsterVile. At RI-1 (RPOU) the lights by White Hen Pantry take a left onto Area(min.)87,120 SF t� s✓� J 1,y f E e O,ts-ille. West Barnstable Rood and fail., to the Frontag ( Ate)20' y A end Joke o left onto Main Street, Take a right Width (min) 125' Wes ea m o onto Parker Rond and ;allow sfroi ht throw h o Setbacks a A 7id., o stop sign to the end. Takeo right onto Sea View Front 30' o Avenue, and then ITright..,to Wi-no Hand Road. Sid. 15' i a \ r + ) / h o Property is on the 'eft, #69. Rear 15' OVERLAY DISTRICT: Is a6` 3 AP- Aquifer Protection Ofstrict iK t FLOOD ZONE: s "' X, X(0.27Chavice, AE(12), & VE(14) •,- , Bused an Map If 25001CO757J LOCATION MAP i AL Jul 16, 2014 r 1 idol OrSfl y' Scale 1"'= 2000' ASSESSORS REF.: )' Map 091, Parcel f Edge 0 Salima h .� __ Edge Of Soltmarsh Flagg _ / l a'hf, os Flogged / d .' i'' /' n•� `x'q sy rd rir 9 Vegetated Weiland £dg as Flogged e M75. ,. _ / /o Sa 's( - ��•/ Bard ing V. .toted attend Jig ., f P 11br Ij Be a' !ast. i F C y _ o -_ �jct}a .•:/ - �o`r4's e`er, - on Of Co tat Dun. as Flag ad A' Lot 259 / i 6_1 4 j4' / 7NIF 5 Bayberry Way 2007 Really Trust icMoel A _ � E IZSOp •' Wi�ti fr. / cf 1piB4Si2 / fAo' d Are. __ _ T.-avell d Wa "lone W 1; - '- ---- _ \ - � ______ S �.' TBM EI=G2'(NAND "86) \ \ r Top of CB/DH U.. N o3Fo m t II a Sep Crw °tioy --- s or e T u SEPTIC NOTES DESIGN nnrn 9inete Fen�nY 1.4x'mbnafUlilltin 9Mwn On TWs PIOn Are npPmv.Mtav)311wm �'� + �/ _ PdmmA9Y&u,miOn lbr VTN ROjaILAeCmaormrSMll Make t -5 R<Onvival ReserveA ,A,Rnry:imd NdiOenunmlAg Rih ll-0R-JM-i215j mlmvmn , -'} (§110.PD 1 �• NUUxSayc riiinea R011iwnl'meimninB m('+mallin6lrc.(SIW-IIfF])aal. � ' toml Wily Almv�n(u OPU 3.TM Cmmvbi is 0.,quisN loSmnc AOmvOslm<Pvmmln fmm l'w'n -,,,,, \F o r� S UrzvISW G,19<ptic?vnk n%m�o Pw G�nvniWim WRmNMThUPIn.. +f ].WFemn Snvnl.i�AM1ur(',m,Wmn 9ugilY Linn WuS lmn 95eR Si, LEACHING AREA RC Cu'_wIII('_1.s I30Pmw<PiPe end 9lull De W'aRV T<vN iv - �a n .mC•uvv1.wmn uamswlmcmnwuaM \ KAVP➢IO.I.a.TMI^P915P➢.yvim] Cnmmu+Wm WiNfY11K11 N1Ue.mJYEilIMivAwMeas / (" �' \\ ///'''���/// SiJeo-nll 2(1} ad'72'„U)SV Wilir NX CMRI W-'l WJd31ULMRI30U / `!!` nA 1 50<•)-611 SF O.A Abnmmm vfff OfCamnRgmiN tin All r.anmonent. 'VIe Py //III TOW Pm dN 9U0 SF f.Al Seurorte UUNeeltvc Perm Mmem996]R'1' ] EOSem %/ mveMal..Tmlxmb<n-ml.mamy1,bm 4m _ LC DOb E'nj LCACI UNC CHAMBER DESIGN X _ nu P.„a,mMs<Ina:b,o um B I nw I Ri.m„,nerm��mama WT rlamin r1f707g37g Ssno(m IoemO6(2umMv e. ].asym,rhMln wl(mu«wlmW Al f Ildnd.rub ` �� 1:•-Imss}s l>ws,I,w.abeesmnet�,w e,slm,.n fa, arc*m9 eEwnGnA rc. ee mm le- - 9 1,<MN.Iw Mnmmnme< m ...)snRb mm'm N%CASRI OU•]Winbn RniaSm ervl tle Nw�OfUmWebW ` RO,nivfllmWi Rag %ARPIP l UBmbe Y<E.0 C • __..-. I.� _.-.. ...... - .. '. ' r`S`"T.(,iA..� ' 9a-W aSb,II NB,ea AS 1 holmwbmaf l2',aWa Ml�mm� {L".[,y.�13 4r Gvnvafb'. (Q 10 TM Seluretbe ' (lv0ea53all M1<NOI. hon lF 1 Vunl Vga6101n Taa Stall Fisnd '�V "`'f- y 9Mnimwnof l0'Rel Ysflw Mrc.aminTm5M11£rem111• � .. ,r,...... ..�---.... ..� FEMA Zone Llres t7 ; R9lo.m<PIOs LMe,mdsta111w GAm19<M1usN,.0 Rome _.. _ .'., r / Mop 2s per 075 J A ?) / July 16.2014 � Lot 219 1 PLNCTLST:15,419 I " - Ji11 P h edan H Rowe •=- ` - :Ia11,Y OVEN PE 1Ip1291Ji SUWVA GNUWLFAIW RL'O.v9UL rtAa.U:, u , VILR LVATUR NU MII ul ---�_ ~`'li ' kVfnte99GU RY IXIN LL.ESMARAI9 R5:-'I.WN U4 UnRR91'AIfLG '�" .�-�S' A£i2RE PASSED ,,a Bnr.i,e, - TEST HOLE I RI.u.S TEST IIOLC 2 t n3s "-�'�-- )\ -. °r F7aav-'"-t,. ' ± (Yh : UTAYNR ..- :U1AYYl I It Q 3 133 3': 01��ad LlfinTR OW ISN aRAT Lidllf RRd NHNOM i tc �: uNYte\M ''.'12.fl U:AAYYI.U\M12.9 fMA�.ZOnf l.fneS RRO=AIS IYELIAW - UROWV Sri TELIA ,�---1,-=0- -- .` IS -- �aeC a),}• MY.1 MI W CnvU9) II.) I MGD.9 )ML G57 12.0 �/I per FEMA Map If C L 511C7J72 1 "' Jul 76,2a14 MPD.5ANV I M[U 9Mn fA an ,..... ' - .w PFRC T[9r IU.I \ I.; - - _ v anluros ease lNSM]Y. :., 9� _ _ \ ,_. ..........,_. l� \1B 132' 25 10 Ph,R(:RA'IP.•2M!WIN(LVARm0T4 SS N �� / ` ) - - --� D,£uwc TEST HOLE 3 TEST HOLE-4 eL 2o.R s 3lhYtR LIbI'In:N V 4 AIS II YCL xV a)?w 198 AMl9anUNtf.V lS:L ARA1RN A GW SNU ISi -- 19.6 (._N..o..T r _" 2 7 310, CLEAN EI TYP 9 . :..9AhyL:dA1i ,`71 1C1 2U- EaAU -1 M 119 2, C OPOS ... ; ../- - ' .NEU SAYU LI SANUTANK 15(iAL I I o I PF.RG RATE i NI A o.).Isb i• (' PRO 0 TOROPb5E0`• _-I - A-L.2 L C PA /v SLAB L ZU.25 `'pRI VE i .`Lc iH-J "t„rf \ N (y R 5 , - Lot�60 _ 7• "'' rtAr,Hlvr, ' . 4 eb%D.. • _ ! 1 - _ 49,337±SF 1.13±AC r �, CH<MBER Pp r\ )."T'_T 6 k0 CROSS SECTION OF CHAMBER Ioa%"�RcSrr<VE q Z�Z� NOT TO SCALE \ 1 IJ' - n �--� 8D Ise I �11` 1 MI 16' ( Post&Red Fenc 1 rJ".�4' Fnd _ N 60'15'00"E '_ R`-282.80 See ,o wi _� nvrE _____ __-______ _______-____ )raYeved ,ar w ew Lea m - ______________..,__ . . ... - ________ _.______________ ____ - - (se •e) u-R, h-LE,79�--� Wianno Head Road ,ar;daaa9 ree S.�S,z'>KT�"a.#?"LfLII(i'9"f`.e'.`,Ae'idS\ Stn"pZwnPvvle�l:T. ab9'p e aea i,W `s s9nn�Im&+..'a"°$ (40' Wide - Private Way) cw,n;ra,]9 Tree ml. a cwnfxs s 2 c s Lot 250 Lot 251 iP{ -oHw- D9e rem vr..ee am 11, o --T,.5--'Elevollon Contour DEVELOPED PROFILE OF SYSTEM s---- Urdergraand wally Line NOT TO SCALE - o CB/DH q Gvy fl' UNITY Pole L Welland flog ARE: Site Plan _ PREPARED BY: PREPARED FOR: NOTES Proposed Improvements �} & CapeSu ry , The property line .bl. ,,tor shown was z 1111 ��17�/•�/ compiled from available record in forrnotion. RI At sulli v�An CDwUIfyIQC 23 West Bay Rd.Suite G Mark A& Colleen A Superko 1� 69 Wianno Head Road Dstermlta MA 02655 2.) The topag-phic information was obtained ~ • from on an the around survey performed on (i09)420-399n/h26-3995rn%Barnstable (o,t, lle)Mass. or between 15/FE'B/02 and 20/UCT/11. �y Draft: JOO Field: RRL W•1(MLL 3.) The da"rum used is NAVE 88 J/ / 20 D ID- 20 40 e0 Updated 27/OCT/17, DATE: SCALE: Review:JOD I Comp./Draft/Review:RP,t.. January 2.3, 2018 1 =20 Proj. ,9 37076 Proj. # C-532 DIRECTIONS ZONE• E \i From Hyannis - Take Route 28 into Osterville. At RF-1 (RPOD) the lights by White Hen Pantry take a left onto Area (min.) 87,120 SF §K` SS .;• ��, Osterville- West Barnstable Road and follow to the Frontage (min) 20' A Wes Bay end. Take a left onto Main Street. Take a right Width (min) 125' ° ,Y n onto Parker Road, and follow straight through a Setbacks: Tid stop sign to the end. Take a right onto Sea View Front 30' � p * -� Avenue, and then a right onto Wianno Head Road. Side 15 x , , u coo i Property is on the left, #69. Rear 15 j w VOW `� l! Y OVERLAY DISTRICT: '` x �� 4yy ` _ AP - Aquifer Protection District FLOOD ZONE: � a a o % X, X(0.2lChance, AE(12), & VE(14) Based on Map # 1 ,,,• / 25001C0757J LOCATION MAP ��h r July 16, 2014. Scale 1" = 2000' ff, idol arsh ' f _ ASSESSORS REF: j \ / , ,; � f Map 091 Parcel 013 o Edge 0 Sal tma h / Flagg Q- _ 9 ,� Edge Of Saltmarsh r. s Fla d • Qj e�w as Flagged s� rd ri g Vegetated Wetland Edge as Flagged BL / f Marsh N)5 0 • ..sue "f `. s ,� Bord ing Ve toted etland -sue i o .. .Q ... a 11 h 3 s ;i as FI ged s� sy 9 1 � / V CIO 5 - TA r CIO 70 - \ \ \ • _ _ _. ' \Q` Landw rd Edg � _._ --• - '' Of Co to/ Dun r.. o� 60. �\ \\ as Flag ed \ r' Lot 259 r'• N i' NIF 6, 4 54 45„ E O OcP. • / ......,�....... ............... y Trust 1 l Michael Tr. /,i 'r r 75 Bayberry ay Realty Co ---- ------ ----- �25.001 ' hael A Wirtz '" c t f#184512 Mo ' d Area -- ----- --- ,/ Trav ----- ------ ----- ell d W Y \� ----------- ------ a tone ----- --__- ' ----"------------ c . e. . s r'! TBM EI=6.2' (NA VD '88) Top o f CB/DH 1 �No y \ qco00 es N °Se 80 \ \1 e C7SE, 1 _ 36s�' C Dec meet ' l� r' _- ------ ------- 0�, F 00 t N ' `10/ 6 16 76477 s 5.28, 36) \� pat DESIGN DATA SEPTIC NOTES 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 1 c Single Family Prior to Any Excavation For This Project the Contractor Shall Make 1 _ -5 Bedrooms+1 Reserved @ 110 GPD the Required Notification to Dig Safe(1-888-344-7233)and contact No IOGGarbage Grinder Sullivan Engineering&Consulting Inc.(508-428-3344). 1 a Total Daily Flow=660 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town Use a 1500 Gal Septic Tank Agencies For Construction Defined by This Plan 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall ? \ I J Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to cs \ LEACHING AREA �'{1'i�' Assure Watertightness. In General;Water Lines Shall be Constructed in �a / 660 GPD/0.74(LTAR)=891 SF Required Coordination With COMM Water,and Shall be in Accordance Sidewall=2(12'-10"+50'-6')2'=253 SF With248 CMR 1.00-7.00&310 CMR 15.00. i Bottom Area=(IT-10"x 50'-6")=647 SF 4.A Minimum of 9"of Cover is Required for All Components. V /\ 1 Total Provided=900 SF /„l? 5.All Structures Buried Three Feet or More or Subject 1 /e w S ern N B C Dog n t to Vehicular Traffic to be H-20 Loading.It is the Engineer's LEACHING CHAMBER DESIGN Recommendation that H-20 Always be Used "`�, 5 1 � 76 \ \ All Pipes to be Schedule 40. Use 6.Install Watertight Risers and Covers to Grade Within Driveway Limits �J 78 \ \ 5-500 Gal.Leaching Chambers in a Over Septic Tank Inlet and Outlet,and to Within 6"of Finished Grade IT-10"x 50'-6"Double Washed Stone Field as Shown. D-Box,and One Leaching Chamber.All covers are to be maximum 18" for concrete or 24"Cast Iron \ ` f 7.Septic System to be Installed in Accordance With 310 CMR 15.00& i 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Board of Health Regulations. - -- i 8.All Piping to be Sch.40 PVC. 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum - Sump of 6". (0 10.The Separation Distance Between the Septic Tank Inlets and Outlets Shall be No Leas than the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" �� ~~ Below the Flow Line,and Shall be Equipped With a Gas Baffle. -- ....._ - _ _.._ _.._" , 7 FEMA Zane Lines as per FEMA Map # NCO �4) - _ r 25001C0757J � , .. ......_ _..__ .._ _ .......... _._ .'' �> July 16, 2014 r� A G 10 r / .� ) Lot 219 PERC TEST: 15,419 PERFORMED BY:JOHN O'DEA,PE Jill P & Brian H Rowe \ _ SULLIVAN ENGINEERING&CONSULTING,INC. u SOIL EVALUATOR NO.2911 WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE _ \\ \� _ � JULY 21,2017 ' SITE PASSED a \\\ ,,, WELUNc woRK LlMl7-- .� @ co TEST HOLE 1 EL.I3.5 TEST HOLE-2 EL 13.5 Of 7ryoad Ce O LAYYER, ::. ..... .: . .....R \ \ 11-2 n 3" ...:. ........'..:.:.::: 13.3 3" ...... :...... 13.3 O 1 \ G1 O .... AE LAYERIOYR 6/2.......... AE LAYER.l0YR.6/2 .... __ -.. _._ .- ._\__.14--\__ � G LIGIiT BitO IISH.GRAY..... .LIGHT BItOWNISH:GRAY \\ \\ Of Fo-Cho - .�. _._ - -_. _._. ` - •m _�. ._ _ ��, ... ...... .... .... ....... ..... .... g SANi�.LUAM. :.:.: 12.8 6" SANY1.6W...... ....... 13.0 - - __ - _..._ B LAYER 10YR 618 B LAYER IOYR 6 8 �'' `\ \ /�/�t A � FtkM-\Zon e Lines BROWNISH YELLOW BROWNISH YELLOW \ -a '4 \ 22" MED.SAND SOME FINES) 11.7 18" MED.SAND SOME FINES) 12.0 --�'-1 -0 3 5 \ -- - -� one as per 757 Map # C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 IV \\ \\ - -- 11 16, 2014 OLIVE YELLOW OLIVE YELLOW J GJ -,_ -v MED.SAND MED.SAND 1 \ Op PERC TEST 10.2 _ _ \ 15 25 GALLONS GONE IN 5 MIN. N g _. \ \ - - ~ 132" /�2.D 120" PERC RATE<2 M1N/IN(LTAR 0.74 3.5 N GROUNDWATER NO GROUNDWATER ENCOUNTERED DWELLIZ TEST HOLE-3 EL. TEST HOLE 4 EL.20.o F.F. EL. 21.00 ... .... . .... .. .... .... . .. ... .. . _ ... _ _. ... .... _ _ _ ... ... .... ........ . .o LA. - _ . - YER:......: - - - - 22 7 o LAYER �• � / � . pR_0 D S\\\�W -- _ _r17 3„ . ......... .......::............... 19.8 3" . ..:......::....': .:..:................. 19.8 / / CLEAN TS \ �_ AE LAYER.l0YR.6/2., AE LAYER l0YR.6/2. \ " LIGHT BROFf1NISH.GRAY: LIGHT BROVYNI9H:GRAY (TYP. ... .. .. . 9 ..:. :::.:: .SANY.IOAM:::.:..: .:.: 19.3 . 8 ....... ..... .SANY.LOAM.....: ... .. 19.3 - B LAYER IOYR 618 B LAYER IOYR 618 BROWNISH YELLOW BROWNISH YELLOW 20" MED.SAND SOME FINES) 18.3 24" MED.SAND SOME FINES) 18.0 C LAYER 2.5Y 6/6 C LAYER 2.5Y 616 r \ PROPOS OLIVE YELLOW YELLOW_ i \ _- MED.SAND SAND / \ TANK 30" PERC TEST 17.5 \ \ _ 25 GALLONS GONE IN 5 MIN. \ 120" 10.0 120" PERC RATE<2 MINAN(LIAR=0.74 10.0 20-�' NGROUNDWATERENCOUNTERED NOGRo WATER COUNTERED t; /PGARAGED \fROPbSE� \ PAVE`Q -- SLAB. EL. 20.25 \\DRIVE\\ ( , Cr \\\ \ TH-3 -20 Finish Grade / \ \ �9• S C1 \ 00 3' Max. . E � � --'t€ j L� g„ Min Compacted Fill Filter \ O Fabric \ And/Or 1,e _ 1ne Lot 60 Pea Stone \ 3' 314„ 1 112„ \ LEACHING Double washed \ ` 49 337±SF 1. 13±AC ------ CHAMBER stone PROPOSED 15.6' _D_BOX \ \ \p 4'- 10" O f V 12' - 10" 6D r h CROSS SECTION OF CHAMBER , ,� ; �"� - - \� i � ry � 0 11 1009�t,RRESERVE o / - `<° i = 3 NOT TO SCALE ; O o 1 ma �-%' 6 $0 - _- S A.S. -\ SZ _.PROPOSED _, J C� f 50.5' r 96' Posts Rail Fenc 1 f Fnd 282•g0 N 60'15'00" E \ 1 ! See Note 6 (typ.) FG. EL. 20.00* *Final Foundation Grodin To Be F. \ \ Coordinated dscope Plan \ Flow Equilizers _� 1/ West Inv r As Required ------------- ----- EL. 18.00 QQ EL. 1 1500 Gallon Le " eind. East Inver Travelled Way ______-- - EL. 16.50 Septic Tank EL. 17.50 T 17. ___ Installer To. H-20 Required 1 ---------------------------- ---- -------- Confirm Prior (See Note 5) x 16.75 To Any Work 1 ecv Leaching x 4 Deciduous Tree To Be Installed 0n f Chamber / � " : RoiiW, as eac�e3Base 14. 0 Bedding,,,T»s �. Inspection Port, 11;..ricbu............ , ave& {2epraee : (40' Wide Private Way) & Baffels k1i tinsu,to6e Sorts t�itn,rc 6..ai.. Coniferous Tree as Per Title 5 The Qvtyr F..... gt8r:of Tt14 rYsfel+? ���4H'J ,11G<S t Lot 250 Lot 251 verhead Wires HN G No Groundwater'\ T c A �,� Per Test Hole o25w- Elevation Contour CD DEVELOPED PROFILE OF SYSTEM ..........S.......... underground Utility Line q, NOT TO SCALE o cB/DH -0 Guy Utility Pole Wetland Flag TITLE PREPARED BY. PREPARED FOR: NOTES: Site Plan Proposed Improvements EngineerCing :u ) l property = 1. The ro ert line information shown was complied from available record Information. � 23 West Bay Rd, Suite Mark A & Colleen A-Su erko rn Ativa, Consulting,Ina p MM4MM"•MSmMR.7ParWRmd o twWH%M OM5 Osterville MA 02655 2.) The topographic information, was obtained ~ 69 Wianno Head Road aacamiliverwWn.eom wwww8lva�ln.com (508) 420-3994 / 420-3995fax from an on the ground survey performed on BarnSt�ab/e,(Osterville) �+ or between 15/FEB/02 and 20/OCT/11.aSS. 3.) The datum used is NA VD '88 Draft: JOD Field: RRL/WHK/MLL 20 0 10 20 40 80 Updated 27/OCT/17. DATE: SCALE: Review: JOD Comp./Draft/Review: RRL Januar 23, 2018 1 =20 y Pro j. # 37016 Prof. # C-532