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HomeMy WebLinkAbout0021 SAND POINT - Health '�" 21 Sand�c�inr t 073 014 002 - a , i u s ° r ° , 9 n 0 , yyyQQQ n. n ° fA w n o rQ No. t ( �Y f Fee �JWs THE COMMONWEALTH OF A AC1 l S ntered in computer. 3 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppliLatlon for ]Disposal Opstem Construction Permit Application for a Permit to Construct /) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.,V/ SQ/qk Poi 44- Owner's Name,Address and Tel.�Io. Ke v i h 'T. v- �//eo E�- h Assessor's Map/Parcel Y U % d/101 /3 1 L&Wl R Ye, Installers Name Address d Tel. ,��-yd� Designers Name Address and el.No. Name, J Ucc/ s�J�r S5"a'� Ulli�/lt01 Eh9;hC�li" .�1G` 7 10a/'xe r /Ld oOo 647A Zo, Type of Building: 5 416)d'3.3'I q Dwelling No.of Bedrooms Lot Size 12 G/'�fi- Garbage Grinder(/v� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7'70 gpd Design flow provided 1 77 gpd Plan Date �GL17 4 9 6 J Q Number of sheets � Revision Date "T/4// Title 5,`�e. Plan PfQ.J0CQfA_' _Zrn1,QtVYCeWe t_5 a)- a ) 'Saner pdia ' Size of Septic TankeQ-506 90J/M CR eG'I2A f of S.A.S.(6)5.0 0 ggd a wGk V cunl&a Description of Soil /fir 9-0 a3g Test/C._44- / ± x _ a" 0 IF e- /6 R 6/1 r send t- 8 I ar l m Yr y/ cc����elrw ' brn / a-l�t�`� j IoY�2 �I ells �,'� Natureo&epairs orAlterahons(Answer w1%n app Il Gable r P— )COtI_iZf r� t i II Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code an t to place the system in operation until a Certificate of Compliance has been issued by this Board o ealth. U i d Date Application Approved by 9 ® Date Application Disapproved by CY Date for thAollowing reasons Of r Permit No. Date Issued +, �.` � -: �, /'�^r -.._.;p;,•y..;4,...._...,.�+r+-.r,{;+r....ar+r..�►.-•,*++ra6w�;,+*..m-...�*�ra.-,:a..-.....,--4-:...r•,.,...,c•....n:,.a,n.•j.. .. `��^�^ ,.,.,w..-..r. .. ._ _ No. / sQ Fee 1Qi `., THE COMMONWEALTH OF MA AC'HUSETTS Entered in computer: PUBLIC 4AL'TH DIVISION -.TOWN OF BARNSTABLE, MASSACHUSETTS It"Plicatlon for bisposal 6pBtetW(Construction permit Application for a Permit to Construct� Repair( ) Upgrade( ) Abandon( ") ❑Complete System ' ❑Individual Components _, Location Address or Lot No:�/ S,l "ral Ro i!I�- Owner's Name,Address 'and Tel.Rio. Van " his fir'V i 11�Q ke V" t v- ,71en [� Assessor'sMap/Parcel /l,li �7 '�X1 O1 DD �, G Ir- c ZI Gaoaa Installer's Name,Address and Tel.No f�� Designer's Name;•Address,and Tel:No. � Ge=./ y ,.ZI) Type of Building: Dwelling No.of Bedrooms Lot Size Cre Garbage Grinder AP t, Other Type of Building No.of Persons Showers(\ ) Cafeteria( ) Other Fixtures Design-Flow(min.required) gpd Design flow provided - 7 gpd Plan Date zTR I")-` �t ,` 9 0 �Jy� Number of sheets � Revision Date Title 0> cce/_ rM YG c S GUI' 1�_ .�j�Gt�= v 1 27" ' Size of Septic Tank'+ - EU 601 d of S.A.S.�(o��O Q Cj(l11 YYI l eac�i,. Cho;)7 Description of Soil G� "• 8 '� ' i r" l� 12 �/ q raq sand e- t vp la r ` I fill ,�h b rn' ! "nG' ") �_` =lob" l o y J't. T/ el ortl 1 w►' - few `ct ► Ve ! 3"1 tj qq'fo /?X(* t ? Nature ofi,Repairs orAlterattons(Answer when applicable) Date last inspected: _ ' Agreement: - ' The undersigned agrees,,to,,ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place,the system in operation until arCertificate of Compliance has been issued by this Board of-Health. ign ate ed e CGS D n Application Approved by Z �� Date Application Disapproved by �� / Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( I Repaired( ) Upgraded( ) Abandoned( by S\\Q r J t.k c Cu-t at SCf h O/,d7 >` has been constcucte •n acc nee with the pprovisions.of Title 5 and the for Disposal System Construction Permit No./ dated Installer uc Win, b C_G c �( , S {C� Designer #bedrooms / Approved design flow ,Z /l/ god The issuance of this e; it shal not be construed as a guarantee that the system willtn as designed t ` Date if Inspector w No. / ..� /���- -"- "- "------•-----•- WW Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS 30isposal .pstem Construction 3oermit Permission is hereby granted to Construct( epair( ) Upgrade( ) Abandon( ) System located at )-) and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. P Provided:Construction/must b c/dmgpleted within three years of ttie�date of this permit. - fj Date / ./ J J �j Approved M TOWN OF BARNSTABLE LOCATION o� S�u�l oL nZ SEWAGE# r26la 0$b VILLAGE ASSELSSOR'SMAP&PARCEL �310l�/-O INSTALLER'S NAME&PHONE NO.T ►`cG co t_,s Cc_ S0 8-L1(,1b 1S5d_? SEPTIC TANK CAPACITY 4506(Sf5 t. a-c,rr10�Try«,nT LEACHING FACILITY:(type).5066AI CLinmL1 661 (size) 5��JC /a�/p NO.OF BEDROOMS OWNER 6uln vwwolr-c PERMIT DATE: '1-0202 Q3 COMPLIANCE DATE: /3 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 1 G �. I ico ^ N 40 3 . c� 5 g � tp W 3 � a eA .&uvula*ina:JPICMy uu n:tuc A S'1 p c �o t -off T� V,:44k 200 Maui Street;Hyannk MA 02601 Office- 50841624644 Fax: 50&.7go-6304 Installer&Desinaer Certification Form Date: ` " t-3 Sewage Permit#Q©1 a,--O&S- Assessor's Mapftmel13�oi -0 o a Designers �I �L1eg Instailert Ce0. 1 L s(( Address: V O &X (0�5 Address: ��IUI UZ(o�� �slr rv��Lc HA, On L{-JQ-(3 �1 r-u- cc �t,C G✓�<<�c� was issued a permit to install a (date) (installer) septic system at o2 l Anp� 0 L v l r-v 1,ale based on a design drawn by (address) &A C U P vx IEh t(ncx�k e dated T0A.o 1t,O')� O k a (designer) I certiflr 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 ands&septic tank. I certify that the septic system referenced above was installed withmajor changes (Le. 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. W OF l ygssq c JOHN C. yGJ, O'DEA (Installer's Signature) cwi� Cn No.48168 -0o �FG/STER�� F``Q Ad FFss/ONAL 's Si�ature) (-AffixDesigners p Here} PLEASE RETURN TO BARNS-TAM 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:HaMWSeP&psi9W Ce*tifimdw Fwm 3;.IWA= "4 S ELDREDGE SURVEYING Land Development, Site Planning and,De5i6jn 1 038 Main Street Chatham, Massachusetts 02633 Letter of Transmittal Sullivan To: Peter t r SULLIVAN ENGINEERING, INC. Z`t i From: Gail Eldredge zx Date: April 3, 2003 Subject: Mitchell Property, Oyster Harbors Enclosed please find the following: • Site Suitability Assessment for On-Site Sewage Disposals dated 08- . 25-98; • Copy of.Division Plan prepared for MatthewJ. Mitchell and Helen G. Mitchell dated 07-21-98, revised through 06-01-99; and O Copy of Sewage Disposal System Plan prepared for Hugh H. and Constance C. Tompkins dated 02-01-2000, revised though 04-27- 2000. I apologize for the delay in responding to your request. I returned from vacation on Monday, and am just getting "caught up". I hope that this information is helpful. Copy: CAOffice Documents0dredge SurveyingWlemo-form.doc 508-945-3965; Fax 508-9.45-5885; email: elcirecicge@c4.net i Title 5: Draft Printed September 20, 1993 Appendix 4 Page 1 No. Date 08-25-98 Commonwealth of Massachusetts Barnstable, Massachusetts Site Suitability Assessment for On-Site Sewage Disposal Performed By: David A. Clark, Eldredge, Quigley & Clark Cert.Number: Witnessed By: Ed Barry, Barnstable Health Agent Location Address or Lot N. Owner's Name, Address and Tel. # Matthew Mitchell 39 Sand Point Oyster Harbors Box 2003 Osterville,MA 02655. (508)428-2548 New Construction Repair Office Review Published Soil Survey Available: No Yes X Year Published 1993 Publication Scale 1:25,000 Soil Map Unit CdB Drainage Class severe Soil Limitations poor filter . Surficial Geologic Report Available: No X Yes Year Published Publication Scale _Geologic Material (Map Unit) Landform glacial deposits Flood Insurance Rate Map: Above 500 year flood boundary No Yes J Within 500 year flood boundary No Yes X Within 100 year flood boundary No Yes Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program (map unit) Current Water Resource Conditions(USGS): Month August, 1998 Range:Above Normal X Normal Below Normal I Other References Reviewed: I -74, Comments:Appendix 4 Page 3 Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole inches Depth weeping from side of observation hole inches Depth to soil mottles inches Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Percolation Test Lot 1 Date 08-26-98 Time: :00 Observation Hole # 1 2 Depth of Perc 76" Start of Pre-soak 00:00:00 00:00:00 End of Pre-soak 00:07:30 Time at 12" Time at 9" Time at 6" Time (9" — 6') Rate Min./Inch < 2 min./inch < 2 min./inch Site Suitability Assessment: Site Passed X Site Failed Additional Testing Needed: Performed By: David A. Clark, Eldredge, Quigley & Clark Cert.Number: Witnessed By: Ed Barry, Barnstable Health Agent Comments: S Title 5: Draft Printed September 20, 1993 Appendix 4 Page 2 On-site Review . Z�G Deep Hole Number: # 1, Lot 1 Date: 08-26-98 Time: Weather: Sunny, warm Location (identify on site plan) Land Use residential Slope(%) Surface Stones none Vegetation Scrub Oak and Pine Landform Position on landscape (sketch on the back) see Site Plan Distances from: Open Water Body N/A feet Drainageway N/A feet Possible Wet Area N/A feet Property Line N/A feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG (T H. i Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other(Structures,Stones, Surface(inches) (USDA) (Munsell) "Boulders,Consistency% Gravel) 0„—2" 0 2"-8" A Loamy Sand 10 YR 2/1 8"—24" B Loamy Sand , 10 YR 4/6 24"—52" Fine Sand 10 YR 5/8 C1 52"—120" C2 Coarse Sand 10 YR 8/6 Many gravel Parent Material (geologic) glacial deposits Depth to Bedrock: »120" Depth to Groundwater: >>120" Standing Water in the Hole: No .Weeping from Pit Face: No Estimated Seasonal High Ground Water: >>120" Title 5: Draft Printed September 20, 1993 Appendix 4 Page 2 On-site Review 2?G Deep Hole Number: #2 Lot 1 Date: 08-26-98 Time: Weather: Sunny, warm Location (identify on site plan) Land Use residential Slope (%) Surface Stones none Vegetation Scrub Oak and Pine Landform Position on landscape (sketch on the back) see Site Plan Distances from: Open Water Body N/A feet Drainageway N/A feet Possible Wet Area N/A feet Property Line N/A feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG (T.H. 2 ) Depth from Soil Horizon Soil.Texture Soil Color Soil Mottling, Other(Structures,Stones, Surface(inches) (USDA) (Munsell) Boulders,Consistency% Gravel) 0"—6" A Loamy Sand 10 YR 3/1 6"—24" B Loamy Sand 10 YR 4/6 24"—56" C1 Fine Sand 10 YR 5/6 56"—120" C2 Coarse Sand 10 YR 8/8 few gravel Parent Material (geologic) Glacial Deposits Depth to Bedrock: >>120" Depth to Groundwater: >> 120 " Standing Water in the Hole: No Weeping from Pit Face: No _Estimated Seasonal High Ground Water: >>120" f — Title 5: Title 5: Draft Printed September 20, 1993. Appendix 4 Page 2 On-site Review Deep Hole Number: # 1 Lot 2 Date: 08-26-98 Time: Weather: Sunny, Warm Location (identify on site plan) Land Use residential Slope (%) Surface Stones none Vegetation Scrub Oak and Pine Landform Position on landscape (sketch on the back) see Site Plan. Distances from: Open Water Body N/A feet Drainageway N/A feet Possible Wet Area N/A feet Property Line N/A feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG (T.H. l) Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other(Structures,Stones, Surface(inches) (USDA) (Munsell) Boulders,Consistency% Gravel) 0"—2" 0 2"-8" E Sand 10 YR 6/1 8"—30" B Loamy Sand 10 YR 4/6 30"—132. C Medium Sand 10 YR 7/8 few gravel Parent Material (geologic) Glacial Deposits Depth to Bedrock: >>132 Depth to Groundwater: >>132" Standing Water in the Hole: No Weeping from Pit Face: No Estimated Seasonal High Ground Water: >>132 Title 5: Draft Printed September 20, 1993 Appendix 4 Page 2 On-site Review 25r Deep Hole Number: #2 Lot 2 Date: 08-26-98 Time: Weather: Sunny, warm Location (identify on site plan) Land Use residential Slope(%) Surface Stones none Vegetation Scrub Oak and Pine Landform Position on landscape (sketch on the back) see Site Plan Distances from: Open Water Body N/A feet Drainageway N/A feet. Possible Wet Area N/A feet Property Line N/A feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG ( TH. 2) Depth from Soil Horizon Soil Texture Soil Color _ Soil Mottling Other(Structures,Stones, Surface(inches) (USDA) (Munsell) Boulders,Consistency% Gravel) 0„-2" 0 2"—6" A Loamy Sand 10 YR 2/1 6"—12" B Loamy Sand 10 YR 3/6 12"—32" C1 _Loamy Sand 10 YR 5/6 32"—120" C2 Coarse Sand 10 YR 816 many gravel Parent Material (geologic) Glacial Deposits Depth to Bedrock: >>120" Depth to Groundwater: >>120 Standing Water in the Hole: No Weeping from Pit Face: No Estimated Seasonal High Ground Water: >>120" Appendix 4 Page 3 ' Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole inches Depth weeping from side of observation hole inches Depth to soil mottles inches Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Percolation Test Lot 2 Date 08-26-98 Time: :00 Observation Hole # 1 2 Depth of Perc 66" 62" Start of Pre-soak 00:00:00 00.:00:00 End of Pre-soak 00:07:00 00:06:35 Time at 12" Time at 9" Time at 6" Time (9" — 6") Rate Min./Inch < 2 min./inch < 2 min./inch Site Suitability Assessment: Site Passed X Site Failed Additional Testing Needed: Performed By: David A. Clark, Eldredge, Quigley & Clark Cert.Number: Witnessed By: Ed Barry, Barnstable Health Agent . Comments: l.. No. r �GI ' �, Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication jFor Yell Cou0ructiou 3permit Application is hereby made for a permit to Construct(!< Alter( ), or Repair( ) an individual well at: �/. Satin PC)/ "T o l,I /C- Location-Address Assessors Map and Parcel M/. yGNla,,-17- .yu Owner Address &"&v 1S CI aS,4oe- . Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 4/ " )0()L Capacity PurposeofWell 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 Certificate of Comp a has been issued by the Board of Health. Signed Date Application Approved By Date Application Disapproved for the following reasons: Date Permit No. W vim' I q —o'V Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Comphauce THIS IS TO CERTIFY,that the individual.well Constructed(r4, Altered( ), or Repaired( ) by -bCwn,�C Installer at al . SG Po I^-1 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..Ij 'lot q- 610 Dated (/- �/- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. VV Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01ppYicatiou jfor Yell Construction Permit Application is hereby made for a permit to Construct(' Alter( ), or Repair( ) an individual well at: 36. "I 001 T D;Tr/ u, //e Location-Address Assessors Map and Parcel Owner Address ?Cne\j^jC � c1S' �Jtl�/G�( ✓�.1 �'7n;1//ce G y �G %� Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well L/ " /'1)C Capacity Purpose of Well 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 Certificate of Comphang has been issued by the Board of Health. / V Signed /�i z�� � / / Date Application Approved By Date Application Disapproved for the following reasons: Date Permit No. W I L� — r Issued Date ' BOARD OF HEALTH TOWN OF BARNSTABLE S Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(r1j, Altered( ), or Repaired( ) by e 5 rj �c 0 Installer at 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.�,l ail /- 610 Dated. (/-1 4-/y 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 VeYY Cou.5tructiort perm it ,r No. 6 ���+ 6 1 0 Fee L/ � 1 Permission is hereby granted to r Installer to Construct( < Alter( ), or Repair( an individual well at: NO. _ /_ �C �Nr—o i� / UClr/U I�lr /L1 A Street as shown on the application for a Well Construction Permit No. DateAlp r Date `�i — V Approved By V I Health Master Detail Page 1 of 1 65;r ` Ith 951 Logged In As: TOWN\miorandd Health Master Detail Thursday,April 5 2012 Application Center Parcel Lookup Selection Items rParcel I Septic Perc Well Fuel Tank , Parcel: 073-014-002 Location: 21 SAND POINT,OSTERVILLE Owner: VAN WART, KEVIN T&ELLEN G Perc 8/26/1998 New Perc.. Permit number: P9238 � Test date : 8/26/1998 Test result: Select result code�a Comments: + Delete�Pec Fi Save Perc,Changes r ) R.etu to Lookup ; r http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=073014002 4/5/2012 �^ Q - . Cwia C� ASSESSORS REF.:N� Mop 73, Parcels 014-001 & 074-002 o• J o OVERLAY DISTRICT: 'Oc s = AP s - Aquifer Pro(eclion District '1 ' _ A Shown on Plan Entitled 'Revised Groundwater Protection Overlay Districts"- April, 7993 '71mi /r� LID \�V FLOOD ZONE: rn1 3 Zones A13(el=72), �. A71(e1:=11). 8& C b ' COmmun f Panel No. 250001 0018 O FH V Ju1y 2, 1992 LOCATION MAP: U iz Scale: 1"= 2000't O ZONE. Area (min.)87.120(RPOD) - \ Frontage(min)20' a.r Width (min) 125' I--1 Setbacks: \25_ \ r_\ � Front 30' 3 Side 15' .� C Reor 15' /// `. O F Q ate. =ZONt✓A11(¢I.11) " Rio / \� \ �\ / \ - is im molar � s \ 1 \ s /ri' Jai • \ � '\ 1G 0.0.- 6=NGH!'1 s+;12.IL. �4�2• '\ - J� f J �2 \�'732 8. 8 \ 7 &1U IT \ yJ• - I'•L>GG6P 6Y.EN/12 . YO MElL.lt2 ' 'Vr,.K t2C)\Yf ` nu.o IJ.-ars-�-'¢r. Pv'.. +Z�/ILL LtJCi:.. ItiLC °n O TLr 1 �l i '\ FLOPp ZPNINE/ -L F-I¢H E. L .4pll \ 'COHHUN,Ty-POINE:.L- HGp ¢EYiI60 .2'.JLILY•92 - O _ \V,�. I APPL'OX.cDGE� � - _ 111111 Q, </ COMM.NO. 289g. . DATE . _ DRAWN BY SHEET NO. Y w- ��/ ;//./i/r%%/r�r„/„i/.✓/..i.//,w%i/�,ti/ii.a:/,*' 1 � - 1 I"e.4 0'•o". ' t i I i I I ..r T. .WALL :W'-C IZAWC_APACE �{ v p �V E r LI!•E `�I IM13 all.12 pC EACH-WAY- 13 tb° ie• Z 4 \ Tv \ % [T1 \ \ ga4eyR <q �p: .\ !\c'. ..: Q s� I pI oo.➢� CgL oN 1F ➢c° r� c �. I. n mR6 Pr fi @ h Y o`1 Prczm O F.L�I, E Dar vD N p� II I t py � i �" •,(\��� � \ �a � rZ � �- o P D Fcv I it otir m. -i1 .\ s a I i .yam 1 'I jj y — - — I Awe•n• D1� ii / s � ys>,,r a�zYq r R LI � ls. I I�n / ticrhtl Imp F I _ inl r.: 17 11 f - --z - ---- ➢ f �Z: Z. QS —"• n. -tpl n` I N , - \M I P Zi to hzl mx 1 111 i ro J 4, L L 1 ' LJ ' I \m C. r; U ntiP:mC�' 1SR \; Ii. iTe1iFm0 ➢.➢ 1. v 1 :. s n f b VPvrmRz.(1� n I�Lpp\ lrf ro � I : I I I I I. -° - ROYAL BARRY WILLS ASSOCIATES, INC. _. ....._l-._— - - 8 Newbury Street-Boston Richard Wills,A.I.A. a L J - I ------------ i y+ Z C <-� y 4 c x ro n-r F I I : I I -Cf\ n — m kmIr 1 e -- —� rL T m ---- . _ _ I TN J � r Z�D j n N D m I - D I i I j I;I I t m I a f .N N • T I I I m p z �� a o •-�a u I D I r •:Dp�l I. z g L J. m� -- --- ------- --------------- ---------- .FPS o• m t(1 ( Oo i m o o —f ROYAL BARRY WILLS ASSOCIATES, INC. hyz u� I II2 _I Ju✓ _1-1:F-�� � A R C H I T E C T S O K o — — - • C�Y7�•� �����j�-- �'(�,f�' 8 Newbury Street.Boston Richard Wi11s,A.LA. /e '�' �"� �ro � •ma's,. s., \ t � ��� vR yea 'A6• a f r� o, L J I \MENOMONIE\" mr / //� • / L: 4e i6 t ti. II ;I I kD CA � � � - _ tv n M M', I I ROYAL BARRY WILLS ASSOCIATES, INC. z yg I .112 fir_. I. I�1 �1��� 7LT- A R C H I T E C T S m 9z. r I -- —. • ---- - 8 Newbury Street-Boston Richard WiI1s,A.LA. . ._:� _--� I'---�---_•'-----`-"---- �III _ i e 00 / r lip ------------- I - ' i� i I ..3.e1 PKT r \ IT 2 t}• � O T j I ip j x d ROYAL ARRY Y B ASSOCIATES, INC. VP MI2. l�'f12 I I�.12� t2T'._. . A R _tWII T ASOCEC T s z - - I1 -- .l'I 8 NewburyStrect•Doston Richard Wills,A.I.A. / Of�,wt� � i P• � •/ .fM. N i 10 17 . tl /ram 0 • � ,- Tip _ r I l\\ n Zs� A, '., i ROYAL BARRY WILLS ASSOCIATES, INC. A R C H I T E C T S r z I = .. - 8 NewburyStreet•Boston Richard WiI1s,A.I.A. \ / •1 \ r �\ m , 7 In� v. _ — l<R • P • _ i`� cn r D r 7 D 0 i , m I iZ. a; am i i LASSOCIATES, INC. ROYAL BARRY WILLS N O t�i• r pb3 _:J� ._.t[�..9__. L�•F-- 1—_ A R C H I T E C T S Q ! 0 - � 8 Newbury Street-Boston Richard WiIIs,A.LA. l e ASSESSORS REF.: D H Map 73.'Parcels 074-001 & 074-002 47 - } u �- r ' OVERLAY DISTRICT: }� /�Z1.. S �� oc As Showo lonr 09 Plan1eElttledisl. 9° "Revised Groundwater Proieclion _.. Overlay Districts"- April, 1993 nm�+3zc,.. y� �qj _ CPO FLOODZones A71(el-17), 8& C e' :.: Community Pone]No.- L • I g250001 0016 D LOCATION MAP: - U ti iz - : ;; "". `) e f„•w Scale:'.1..= 2000'-+ Cn \ ,LO July 2 7992- "" `\ Q 'Area'(min.)87,120(RPOD) a Fro taoe(min) ZO' a� - z Width (mm) 125: �. Setbacks: Front'30' 'I3 Side 15' Rear 15' �'r 1 co 77 SH 14 AL 14 _ 7- a - - � 41 �a \ � a \�� �.Lc f _: I' � L.11 gq OjUIT \ 97" FLpGGoP Bl tN/YL .. x: A3,.. nnLe.:o3 _QilLJ t2VEY kvJY 0 O�­,7_+z_wlLLs f IA Q2Co55 L 4.4. - QLHOP ¢EVI%E�.P Z JtJLY 'V• - 1111 ' C OMM.NO: T—. 289q DATE ... .. .. .. DRAWN BY.. SHEETNO. T l'- i . . 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(MINT NS 3 WIDE) R.O.:r7 D 3351 axD4:9c3 I D Ct I rn — � \ �'� � u(MM"INS 6�1 (M.N'TW5.E/U C7 I I /� rn m A /\!V waw 6�� RO: RA:`5 5-x a-5 3/a�- w , n w IAtifF 3Pt6 R - ONNTINc:I MADE x 6 HO b- my� ` Dyl ROv2-63/4X _d a = A51OH:a511171 11 1 �; < Y .�• ��___ og � (MUNt4 c E/Ij - y ' AYAH 2911 - n no 1 r•� stow]-5?/4.x 1-113ii r�Ez G R0, glp sc i 1 ' t e r I -- 4, z w p��y 11 o t 3�'y :.y V iF�.c.� 42 � "yMarti�E•'Mr'ti S m�3ic a I�.--�q' 1p'-c' J:p- 1:p• t'o ��mPmp`"" m PIF n IRADIN3/ Dsa`pA Pi , V z � w c� Archi-Tech Associaln,Inc.hereby Van Wart Residence preaa copyrig ht of £ m in s Y-—in the aa rain�g to the .p a• o Archileclura7sWorks C py ighl ® asp T E C 21 Sand Point ploleclion Acl'of lion ,y py. ■`r D Iles Lon.reproeuclioq or O�sl he HI ii°n°t mea<plans 1no I m< 6 school street t 508.420.5335 f 508.420.5304 Osterville, Massachusetts ph A shoc!,Ie a,c..is Aing A S S O C I A T E S. � O W Tech Assoclales,Inc..is an inhinge- - o men!nI Ina!arl.Any err°ra,om,T- � eotu i t, ma 02635 einfc,@architechassociates.com arehiteehassoeiates.eom 0 m - 'ans or Eisc l be bms on These - p dravnngs shall be Erou%sIt to me 111 I11.lion1 f Aerchi-Te hlAspom_ ki First Floor Plan '[=D ginning wor architectural d e s i g n scale ar:wingx° "' °' architech associates.com I � a a�x g � � s� ➢ 1 N a �v NI �ll gA nU A >q Sm mil / \.\\\ �• '`� \ of y ac 7p o °n; ;` Ji A141 (( 6 > SSG° u / 9 Ors" �°u \\ t --------------- -70 mm -- ----- Yo m D e _ - 44 o I- 0 z 3 z Archi-Tech Associates.Inc.hereby Van Wart Residence e,, eacco pyrto the o ;fole ion�cr according Ine V A It C I —T E C (t7 Archilectma.Works Copyright 21 Sand'Point Prterati on Act 011990.Any copy, T a P Iteration.reprotluclion,or diskibu- N o eIp of these plan,w moet me 6 school street t 508.420.5335 4 568.420.5304 o Osterville, Massachusetts press wn,len°°esent of Arch) A S S 0 C I A T E S. re" A"°°''°'.'" is an inhmge- cotuit, ma 02635 e info@architechassociates.com W 0 i—of Ihal act.any errors,orris- m r en all do No on these p drawings shall oe 7Te hl to the First Floor Plan: Garage eprio',of ag n nq work. Assoc, Inc oprior to beginning work.Dim- 9 :ole maamnoio be see.do not arch i t e c t u r a l design arehiteeh associates.com L� MOO \ -z p M I I i ---------------------------------------- >p (P <`\\\ r Q o z N\ \ \ ` \�\;\\\�_ \\3Je \\\ \ \\ m -- \ \ = CW O - -_-_ -.. 1_ - -. ` \ `- ---- ----' -------------------- \' ---------------------- `\ ' -----I i'. \\\ \•` \\ 03 \ \\�� \\ <, no x 12\ 611 \ N. +o r o \ ------------ Or 0 r o� II6A° —' > o ,sa --------------------- -- 3 x " N ---- v 93 o x m 3 z m a m a p A,cln-Tech Ass°cules Inc hereby, .. c press) ese es Ile copyrghl of Van Wart Residence ;he,b , p ee to ll, o ArcllecluralsWarks Copyrghl o 21 Sand Point Pa°' °° of t99 , °y A R C H I —T E C H Il lec o prodepl on or con a the thou the 6 school street t 508.420.5335 f 508.420.5304 Osterville, Massachusetts ,pre„wollen consent of Archl ASS 0 C I A T E S o z o ° Tech Associates,Inc..„a,,nhinse- ootu i t, ma 02635 sinfo@architechassociates.com moots of that act Any,Irma•those o^' m r dihall b ino on these A d wi°r shall be beau hl to the m Basement Floor Plan ,;i,d,r e'l,,b'uTee dA„o- "s` °eg'""'"g `ko°I- arch i t e c t u r a I d e s i g n arehiteeh associates.com scale d'-ings, 9/20/2012 5�06 PM ` �A. c� 3 ----- -- - - �D m ------ n A 0 - . . - N .� 1 y — r ----- Ill x� D m — • x) � r 71 r ---------- MM _____ T _____� I I I I , y — ----- - _ ---- xa I I I ----- ------ ----- ----- -�r I A ---- - � I O I --- --- Ir- I m p O -- - ----, O A A a} O i - I , I a � I OD ---------------------- -- __-____ ___ ___ - -Ll_____ __Ll__ __ Li ._____ _-__Lr__ ----------- A: _ I I I �- I ---------.---------• I II I ------- ---------- — ---------- ----- ---------- --- -- --- ------------- i .. - � ----- --------------- - F • _---' ----`-------- --------- ---------- �. O= A r T al r J1 D ------------------------- � ArnA : PH DK 7. .,. .. I I x a --- x y ra -- °-�Z', a 0 - A,,hl-Taoh A...11 ,Ina Mreby - < < bl v expred reaervae the copydohl of - Van Wart Residence --rr....a e.e.,d:'g ro�. 9 Arch,,.I.r Work.Copyright `. I ■/�- - N - - Prolectlon Ael et IBgn Anyy o�oo : A R Cr H I T B.V H 21 Sand Point ellengon,reprodu°Ihn or IHeVPou- o son of these plane ho°t the 6 school street_t 508.420.5335 f 508.420.5304 gc +• Osterville, Massachusetts ewh..wrleen convent of Archi A.S S O C I A T E S�I Q Teeh 1 thml.d Ina,h m Inlrinpe- �� 4 - COtll lt, nla Teas infa@architechas'sodates.com �. Tent el I ad Anyy—I omr alone m dhereven' en'..on thee. W d—ing,atoll be bl. I to the .ltenllon of ArohhTec%Aeecc.; In First Floor Plan ^°•prl.r b.�°^� °; a rc h'i t.e c t u r a L design anhitech associates.com emlona are to a used, G wls drawlrlg4 _ e 9/23 012 5,06 PM -fir r: r w. A avi D : IAA y ---------- ---------------- -13 i i A ,� 07 i • e, ,-, D o_ m a r. o • °v " e - Archl—Tech Auvd t..;Inaher eb ` e red reurvm the dqh t of n I Van Wart Residence ,hew r.wlnge.aeerd�n�G he �. :. .• Archlflg 1. rI Worke Copyrlghl I�° /� .21 Sand Point Prolecdt Pt al tJQn An A R C Ii I 1-$`C H terallon,to roducgon or,� u ® • AA Li ii ' a tin of the plane wlhol°me 6 school street t 508.420.5335 t 508.420.5304 �t Osterville, Massachusetts. Tekhprep v 1.6 e- nt et A ng AS S CI C I A T E S (. .cetatt, tr is irtfo@ardtitechassodates.com . _ —I Aaoehle I Ina;Ie m Mhinge - nsnl of Ihet . AnYY erto r,omi c dom m dhereyymclee on lheee d,.*nge ehell be brought to the aUentlan o1 Archl—TecT Aesoc., _ _ Garage First Floor Plan :b;Nefes I.M. d,a° —to dre dng. a r c h i t e c t architech associates.com u r a I. d e s i g n t : ,g. j N oiM D D VK r— . ____ _______ _________________y BNY.9Ul y x� i gm ; D x to — �M � * 4 } >Z . EULTAW r ` y t , - ---- ------ .. .� � --'--- -'fir--` ------Lr ----- ---------- ------------------- -------------------- Dom ------------ t _ t , , .. t r t , , , t . E ! L N t ________________ - - v Arch)-Tech Anoplelae,Ina hemby F e mW t—.,the c ht cl 9 m m o VanWart:.Residence , � .�nppe.ece,d�e�e . u, 21 Sand Point rot.deeturd Works Copyrlg l T .. .. _ Protec0on Ad'of IB80.Any copy. ..S � �y i _� dlttellon rspreduefonq r u- A H o > Osterville, Massachusetts IIeP o1lbNenooneentho Mchl 6 school street 'f508.420.5335't508.420.5304 -1 Anochteb Ina.le.^ntrinp.- ASS 1) C.I A T E S.� _ menl of Ih,l set Any ertore omu- 00tult, IA8 o2M- 4 info@archilechassociates.com done or Aette melee en}hme - l; �A d"gl m shell�e brouphl to the - `�' 4 attenllon of Amhl-Teel - u Second Floor Plan �e a r c h i t Ei e t u r a I d e s i g n arehiteeh associates.eom .f 5/23 012 5,C6 PM m ll' �y0 D y Z D Xl ,pv 1 Y2 e � , i O y • i r - Archl-Tech A...Yleb Ins hereby : g elgrea/ reeervn the copydoM of Van Wart Residence thou rawln a.ee MI 6 the Or "AroMteetun�Wo ka Co yrlghy. - rt _ 21 $ar1C� POIIIt Proleet on Act eI IBg1.Aiy m . _ _ dbretlon re roduogen or®eU�u A . � � m ,. gon of t6ece Iona rdUoul the � ��/�� ��..�H A Osterville,.Massachusetts ear mitten eonaent Arch' I School Street't 508.420.5335 t 508.420.5304 ! Te h Aawehle6 Ina,'J ae Inlnng.- A S S O C I A T E S. " /VVV���) menl et tlut acl AnYY e'n omr cotult, ma om info@archkechassodates.com gglom or d6creyyanNsa on Iheas i drevdnge ehe0 be hroupht to the i Garage Second Floor Plan 'ttent'en e,yyAeermmeh,-Teel O erulom rare lo3s�iwd do o l { drawings, e r a r,c h i is e c t u r a I d e s i g n architech associates.com c —_ : / I J. � x Lot 276 2 s K �IM,T TRACTION W�RT F�NC� set CpNY BASES WI R \ i X t a 1 tR ' \ / PROPOSED p I LAWN 4 M. i � y Lot 271 \ _ �� °os '' _ i 1.66 Acres I IDe yo t . AT,O U0Z p,�, RUNO S\ * ' `ice ,� / J gREq RUOo�'N& \ l oho o'p, i / 16.1' 1p J 11 SC-,o D-BOX s oL _ /� C6 cb J ems/ CGEgNb TgNK ION �.� ° , �. PRO ° • p � -� . 1 I 2\ 0,00S,, t Y � Qa 2 AT,p f o R \ W / 1 I J CB/dh/ `JROPpsFO 4 fnd4.T O Fw EGG ' i l f f 7500 f' OP r / PRO P O / 30.Cly FEMA Qj Ali / o Least 72 Hours Shag Make FMMTown st ° oth Lim all aAe Water Tested to. Constructed in. \ " fnd for nl- \' L ..oisW Grade \\ [� v .28 D Boa O .00 I1 H' r zh s. C"MR 15.00& h W Barnstable \- ,. — ON - S tib0`I=PaPYnwd 1 ASSESSORS REF: o '�°� ; „ ass Map 073 _.....•.�. �Xl� � :� c 17 Parcd 014-002, 0 Sand Point Road,Lot 2711 OVERLAY DISTRICT: o s AP - Aquifer Protection District As Shown on Plan Entitled "Revised Groundwater Protection Overlay Districts" - April, 1993 r i �,,• / • - •, ' •�• V� Pt FLOOD ZONE: °,_ • Zones A13(el=12), ' o e All(el.=11), B & C 6 L AAMp• II C�� ) / . Community Panel No. / #250001 0018 D LOCATION MAP: • � July 2, 1992 Scale: 1" = 2000't / ZONE: AWL RF-1 Q �,' 1 Area (min.) 87,120 (RP00) z Fron to e (min) 20' Width (min) 125' / `eit 12� Setbacks: �,e � et 1) Fron t 30' � Side 15' 00e P\ Rear 15' I ti11L. 1 O Ot , of pr F��P Ash sand Pant Ault 4 /GO P PGCs va`O � 42 / `I 1pf' F P �p�G NG O 5 xda/dh SM3 Of gp& a G SM4 c c CB/dh ►V o I e_ / fnd , FCMA LZ Ile V Edge of Salt Marsh Flagged by ENSR 10/ _ I I _o_ 1.� I\I\ I '•:.* 13/MAR103 Flood Zone Lines From FIR_M Map F,� EMP "\ ` � \ `� Communit -Pon-[-lVumber 230001 0018G1 F y I 1 I l l �,,: ► e Ma�vised July 2, 1992 t1 / / I I v�`n/ /! ,i��j / \� / •/'� k vIf o Q o I rn I Ian / / / / / LL co If cm I Vv / N o g ► I I I ,I L /�,v / / / / °o i \ \ `mow, o+ \ rr^^� a' > I I yl / 0 / / / ,g > 4 .P / / I I 0/02 Zia 1156 MQ3 \ North Boy Rood '�- I 1 -/ / I / / lu �%\ h \ �. \\h \ 1 IIle�f l j � � , �\ N ll 1 oa l 1 15 o>. /o ? 1 / ` O 1 1 Q J a / , ®,lam Co ` /r�/a / d h NJi ► I / �` l 1 i 1/ / / / / / // // li � ,�9 � a if l i I to�� i,B dl I I If i / r 1 `1 4.3 - \ pp If JAW) 0 Zi l fndJ� /4� / / / / / ! / /Q/ I y'Pa'A- /o 1 �\ I . o / i l l 1 7 ! r / \ �,�1"\ 1 , �! ' / ' / ! / ' / Ia I O I On-site Review �1NE. 1 / / 0 1� r �W �.,ll Z'll / l �� o \ 1 1 1 1 ✓/ / / / / Deep How Numxr a 1 Lot 2 Data 08-26-98 Time_ Weather Sunny.Warm /' / 1 �. } Location(identity on site plan) Benchmark: CB/dh) ` \ 1 \ /� �,`� / / l none Top o f CB/dh fnd y ` \ / / X"it/ / �` v o �' Land Use residential Sbpe(%) Surface Stones f fnd / / / 0 0/ / Vegaubon Scrub Oak and Pone E1.=8.45 (NGVD 29) / 0 / ?i La"°'a"" 1J / ' '• / /�P�r / '// ` 1\ ���O Position on landsnpe(sketch on trio back) s.^Sale Plan / \ _� V / �� / / \ \\ \ �•• / /� / _ �' Distances from. _ P / / � \ Open Water Body NIA leer Drainageway, NIA leer y -'r OD'� / // Possible Wet Area NIA feet Property Line NIA feet j DEP1Nt5 C. \ / QC / �'// Drinking Water Well NIA feet Other ?0 DEEP OBSERVATION HOLE LOG(T.H.1) ��Q/,� Doe.ryq soil Mo uun sod T.nur. Seri Co son Ala N 0­(slrua siaw. o�A�151 / �•/ / '� a ?� �/� / \\ 1 / `/'t- / !;._J ` / \ sm,o.1 nUN1 USDA) Ny^Nm eouk en.Lo...0 r x v G-1i � e S.m 10 YRv1 a Ln.mv s,na +O YR 4•6 loll 'o, loll I ><I'-172' C A1ealYm Sell() 10 YR 7/6 1-ar.wi / / 0 / / / /, / / CB dh �. / 1A / / in \ � Parent Material(geolog¢) Glacial Deoosls Depth to Bedrock: »732 Death to Groundwater»132' Standing Water u1 the Hole:fig- Weeping from Pit Face:- o Estimawd Saa W sa High Ground Wow »132 • 0 0 of � 71 / yo \ �_ 6 / / VP o6 .��'�' // / / //s , k DEEP OBSERVATION HOLE LOG (TH.2) x / / + Iran sod Ho..Ho.. Sol 1'e.lun Co.so+ swl w6iMu other(slruaw...slew. ` '� �O // / / / / / / // O / / aAt, I I \\ b'ud.o.Inrl (USDA)w) (NynNY) Glaw11 LonuNmcY w 1 � , / 40 o-r o 70 Ar// / --/ 26' A Lo.r^Y S.. 10 YR 211 �� h it �\ /l /l /_4/� / j / PROP.^ / 6--12- 6 Lo.my So. 10 YRM �L W-32• LI L.w Sam 10 YR se / / •�aw� / ' // \ 6r-120' C2 Co.-a.. 10YRae mNy drawl 0/(► QC,/ e - Psranl Malerul(geologic) Glad"1 7oosds Depth to Bedrock. »120' »120 ' Standing We theHole._j{p Weeping from Pit Face _No FEMA / / / / / v / 0� 0 Estimated Seasonal Hgn Ground Wow »t20' loo, loll Percolation Test Lot 2 � \ / / Date OB•26-98 Time: :00 � vQ� Observation Hole# 1 2 o/P`�j J Depth of Perc 66' 62' Start of Pre-soak 00:00:00 00:00:00 / �+ End of Pre-soak 000700 00:06:35 / Time at 12" Cb / 'r. Time at 9" \ 1 Time at 6" 1 / ' Rate Min./Inch <2 min./inch <2 min./inch \ ` (p •� � / /_ Q� �+ Site Suitability Assessment: Site Passed X Site Failed Additional Testing Needed. �$ `. b i / �o DESIGN DATA \ \ / Performed By* David A Clark Eldredge Quigley 8 Clark Cert.Number. Single Family-5 Bedroom Witnessed By: Fri Barry Barnstable Health Agent No Garbage Grinder � / \� Daily Flow; 110 x 5 = 550 gpd Comments: CB1dh < < Septic Tank 550 gpd x 200%=1100 gpd \ fAd / Use a 1500 Gallon Septic Tank. LEACHING AREA �r ` �� 550 gpd/0.74=744 s.f.Required F.G.18.0 F.G. 15.0 \J! 0.00 oliw Bot omlArea: 12'x 45' 540 s f f vt SULU 11 o,w 768 s.f.Total Provided. 2g�J3 / LEACHING CHAMBER DESIGN 15.5 13.0 1;0• \ \ 500 Go11on , Top El.14.0 �. AlAll Pipes to be Schedule 40 PVC.Use 5 C,1111. 15.0 Septic Tank 14.75 r �, 4�. -500 Gallon Leaching Chambers in a Bot El.11.0 � �, .xtf1`=EP- - 12'x 45 Washed Stone Field as Shown. f• j...,, 13.75 13.5 7.5' Per Title 5 No Groundwater Observed A,x` �' ' \ Bedding as Bot.T.H.El.3.5 f� O_ \6� NOTES 1. water supply For This Lot is Municipal Water, DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Directions to Site: Take Route 28 into Fiel grad.eo 2.Location of Utilities Shown on This Pion Are A rox. Not to Scale At Least 72 Hours Prior to Any Excavation For This Osterville. At the lights by White Hen Pantry,take a - e Project The Contractor Shall Make The Required i a Filter Notification to DIG SAFE-1-888-344-7231 'left onto Ostenrille West Barnstable Road and 1.-k,Fabric Cuawaded Fill 3.The Contractor is Required to Secure Appropriate follow,to the end; Take a left onto Main Street; ; Permits From Town Agencies For Construction 11r' Pea sign. Defined by This Plan. Take a right onto Parker Road; At the stop sign 4.Install Risers as Required to Within 1211of Finished take a right onto West Bay Road and follows as it Grade. Leadhing I tcurves to the left onto Bridge Street and continue Y Chamber I 3/4'-I1/2"Double 5.All Structures Buried Four Feet(4')or More or Washed 3D the gate house at Oyster Harbors; Take a right Subject y Vehicular to st 11 d i Loading. 4-fo I � 6.Septic System to be Installed in Accordance With (onto North Bay Road and a right onto Sand Point Iz'-0" 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations. ERoad and the vacant lot is"� on the left Add Septic Details OSR9/03 CROSS SECTION OF CHAMBER 7. All Piping table Sch.40 PVC. NOT TO SCALE Revision Add Work Limits and Lawn area Date: 08/14/03 Title: PREPARED BY.• PREPARED FOR: Notes/Revision: • CapeSury 1.) The property line information shown was a Site Plan Sullivan Engineering, Inc. Matthew J. Mitchell compiled from available record information. (b PO Box 659 7 Parker Pood (b Proposed Improvements osterville, MA 02655 Osterville MA 02655 Helen G. Mitchell ) p g p - - .,. ' 71 Sand Point 2. The- to o rc�h/c information was obtained • (F8)428-3344 (508)428-3115 fox (508)420-399 (508)420-3995 fox 0 Sand Point Road from an. on the ground-survey performefi on PSvIIPEuAcol.com copesurvOcapecod.net Osterville e MA 02655 or between 04/MAR/03 and 13/MAR/03.. -.k Osterville, (Oyster Harbors) Mass. 120 ° -- Draft: Field. MDH WHK 3.) The datum used is NGVD '29, a fixed mean � _ 30 0 15 30 60 sea level datum. Date: 1 _ 30' Comp/Review: Comp/Draft: MDH M'.arch 13, 2003 Proj. # Drowing # C284_2G1 I I r _, ASSESSORS REF.: k l a C3.. a Map 73, Parcel 014-002 r 4tl€ Q OVERLAY DISTRICTs AP - Aquifer Protection District Estuarine Watershed a�7 3 �� f1 a � r � ♦< *�' lad S FLOOD ZONE: ���� � } A. ajj � Zones ones A13(e1=12), All(el.=11), B & C Community Panel No. �. #250001 0 1 D LOCATION MAP: Scale: 1 = 2000 f C)o \ a DIRECTIONS: ZONE: ~ � RF-1 From Hyannis - Take Route 28 into Osterville; At the lights by White Hen Pantry take a left Area (min.) 87120 (RPOD) onto Osterville West Barnstable Road and follow , to the end; Take a left onto Main Street; Take Fronts e (min) 20 V / e112� aright onto Parker Road; At the stop sign take Width (min) 125 �e , �► 1 a right onto West Bay. Road; Bear left onto Bridge Setbacks: o-0(1 ,001" �, e P1��e\� � Street, and follow to the Gate House; Take a Front 30' P�e�9/�i 2 or 11 right onto North Bay Road, and a ri ht onto SandSide 15' �6 Zone P Point; Site is on the imedlate left, 21 Rear 15' ILA y o / o AL 4� FED PAIL U B dh. ��y�- _,_- -5- � a) a) 1 fnd c a 2� 13 (el 1 N N Z 3 I CB/dh ri _ __ - fone A11 (e •11� fnd Y ,� / A _� m Zone � FEM �►!!< sM5p d ,,• / � � I 6� I - -- 100, �5r Edge of Salt Marsh Flagged by ENSR PROPOSED FIREP 13/MAR/03 1 WI 7Fr-BrN HES I / :-6 1 . & COUNT Ri It Flood Zone Lines From FIRM Map ` Community-Panel Number 250001 0018D \ 1 ! ) I I, Map Revised July 2, 1992 1 r ) ) ! ! l /I f I `f \l`�)�� ���(� \I \ / o / ( ) ! �� � / 1 ! !! / 1 /' ill � / //f � / •�,,�.. � ..` �� �moo\ o 1166 ) I I I I l f f f t \ North Bay Road I \ /I 1 { I t ! t I f o j1f ! / 11 \ \ \ \ of I rZ ��1 /> -' Z 1 \ �� l / l / l ! ! /1�•1I / ! I ' 1 �RPRaP� j h`, 1 � � � lPIt �1 I Lot 276 I / �o / f \ � ®WORK i Rebar STROCTION SILT F�N I Se OO Y BgLEs W/ I / II r-"' r / A .c PROPOSEDLA WN �Q;"ry ' Lot 271 - o� 1.66 Acres ` o C. roc / FOR ® \ \ i 'n ,o `Lv pq ROO REAR oEFFs 16.1' \ \ o¢�B X oy CB h o 'r �'s OQO P� �-~' o, ,o fnd o _ r 0, '1 .1' l l 2\ PROPOS S ,i \ Q � -$-1 ) PERC TEST:9,238 P EQ 2 V" PERFORMED BY:DAVID A.CLARK ELDRIDGE,QUIGLEY&CLARK SOIL EVALUATOR NO. \ WITNESSED BY:ED BARRY-TOWN OF BARNSTABLE AUGUST 26,1998 V o W o1� / j tj \ TEST HOLE-I...... TEST HOLE. Z....... HL.13.5 EL.13.5 i :::::: �• ........:..:.... .........rrr...... ...r: :13.3 ce':13.3 a ! ! / 1 1 :::B'L'6LYER.30YK.611:•:. ::•:rA'L'AYBR.1'OYIt.2l1...:::...::. La 0 CB/dh/ `� l R •cic: fnd T yE�OSEp / '�i��- / / g^ §arm.........:: ::: lzs 6^:::::::::::: urairiirsxrm...........:13.0 / ! l l }} / / _ ! \ `:::::::::::s.LAY.ERIaYR.an:::::•:::::::.:':.. ::::::•::•:::•::S.Ln.YPR..IOY...i.. N:rNEC. .:;-:-%% YW ' Jr00 30 M : 11.0 12":•e::•.: :•:i;:I,U$h1Y`:$AiID:�::::::::::.12.5 C LAYER IOYR 7/8 Cl LAYER 10YR 3/6 J YELLOW YELLOWISH BROWN O04 ,C� MEDIUM SAND WITH A FEW GRAVEL LOAMY SAND PERC TEST 8.0 PERC TEST 8.3 7 / 25 GALLONS GONE IN 7 MIN. 25 GALLONS GONE IN 6:35 MIN. PRQ pppp��^,� 132 PERC RATE<2 MIN/IN(LTAR-0,74) 2.5 32" PERC RATE<2 MINAN iLXARS 74 10.8 PQ y ! /�,. r�,. 0. ' NO GROUNDWATER ENCOUNTERED C2 LAYER IOYR 8/6 C' YELLOW WITH GRAVEL FEMA I / n/ • 12 CO ATE END 3s NO GROUNDWATER ENCOUNTERED Benchmark: cqP 0 To of CB dh fnd F f ( { oR/try qY r `- �'00 l QQ o p / 1 ` J / RUNAF % 4) ♦ r3 0 �� SITE PASSED El. 9.24 (NGVD 29) DRl Finish Grade 'rQ O 3'Min UNIX,. ax. •- I 9 Com acted FiII Filter CD o U3 And/Or .._. Z - 1/8'- 1/2- DESIGN DATA SEPTIC NOTES N Pea stare 3/4•- 1 1/2' Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Last 72 Hours ; �A \ / LEACHING Double washed 5 Bedrooms Proposed+2 Future @ 110 GPD Prior to Any Excavation For This Project the Contractor Shall Make �� �' CHAMBER Slane the Required Notification to Dig Safe(1-988-344-7233). Total Da - t3C With Na Garbage Grinderily Flow=770 GPD 2.The Contractor is Required to secure Appropriate Permits From Town \ / 4e� �✓ 4'- 10' ) _ Agencies For Construction Defined by This Plan CA --- / Q° °0� 12'- 10' 3.Wherever Sewer Linea Must Cross Water Supply Lines Both Liana Sball 0 ted Be Construc of Class 150 Pressure Pipe and shall be water Tested to TANK SIRE t5 Assure Watertightness.In - �,! �aA CROSS SECTION OF CHAMBER 2 Compartment Tank Required for Outdoor Kitchen. coordination with COMM Water,and Shan be in Accordance \ - _._ - - - - With 248 CMR 1.00-7.00&310 CUR 15.00. NOT TO SCALE 1 st Compartment=770 GPD x 200%=1,540 Gal 4.A Minimum of 9"of Cover is Required for An Components. ° 2nd Compartment=770 GPD x 100%=770 Gal 5.An structures Buried Three Feet or Mom or Subject E f \ CB/dh - Total Required=2,310 Gallons to vehicular Traffic to be H-20 Loading.It is the Engiceec's fnd Recommendation that H-20 Always be Used. Use ti 2,500 Gal-2 Compartment Tank Recommen 6.Install Watertight Risers and Coven to Within 6"of Finished Grade 28 o(� Over Septic Tank Inlet,Compartment Wall,and Outlet,D•Box \ �� LEACHING AREA and I 7. System Leaching Chamber. h r.ammere in Accordance with 310 CMR 15.00& `S 00 oh w 770 GPD/0.74(LTAR)=1,041 SF Required 249 CMR 1.00-7.00 Latest Revision and the Town of Barnstable ohw ' Board of Health Regulations. / See Note 6(t)p.) Sidewall=2(12-10 +59�2'=287 SF �„ 8.All Piping to be Sch.40 FVC. o \ Bottom Atea=(12'-10"R 597=757 SF 9.Septic Tank Shan be a 2,300 Gallon,with 2 Compartments. \ Taman Provided=1,044 SF The First Compartment Shan Have a Volume of Not Less Than 14.3t F.G. EL. 1175 1,540 Gallons and the Second of Not Less than 770 Gallons. \ now Equilizers The Compartments Shan be Imccomected by a Minimum 4"0 As Required EL. 12. - Pool Both (1 3/4S) LEACHING CHAMBER DESIGN Venial Invested U-shaped Pipe, EL. 13.5050-Pod sink(1 3/4x) E zsoo gallon All Pipes to be Schedule 40. Use 10,D-Box Shall Have a Minimum Inaide Dimension of 12",and a Minimmt ` g( ) 2 Compartment 5 EL. 12.50-Dwelling 2� Toes EL. 10.75 6-500 Gal.Leaching Chambers in a Sump of 6". 6..,, Installer to Confirm Septic Tank g 11.The Separation Distance Between the septic Tank Inlds and Prior to Work 12'-10"X 59'Double Washed Stone Field a8 Shown outlets shall be No Leas than the Liquid Depth.Inlet Tea shall Extend �p��H 8 M 9SS EL !•7�' Leaching To Be Installed On 1 CAamber a Minimum of 10"Below the Flow Lim.Outlet Tea Shall Extend 14" '9Cy Below the Flow Line and shall be Equiped With Gas Baffin. ®H G Mom5foM�ornPa RESERVE AREA l h cf-ate n Bedding,'T's, 0 Inspection Port. ......: ...... . ... . lDd9!!; 770 GPD/0.74(LTAR)=1,041 SF Required t I cn &eaffe/s elT i ;iWNrFt?'3`:a/;:; a... Sidewall=2(10'+721)2'=328 SF 4 �8 as Per title 5 :::p ;? #>Hy Syya n-0 Bottom Area=(10'x 72)=720 SF -m p e :: Wi Provided=1,048SF FGISTE No Groundwater IONA+ `� DEVELOPED PROFILE OF SYSTEM Per Test Hole 4 W NOT TO SCALE PerEL 2 App T. Groundwater Per T.O.B. Maps' Switch Primary & Reserve SAS & Modify Reserve Per Updated Water- DATE: 12 05 12 REVISION: Add Se tic DATE. 04104112 TI TLE. a PREPARED BY. PREPARED FOR: NOTES. Site Plan Cn Proposed Improvements Sullivan Engineering, Inc. CapeSurav Kevin T. Van Wart 1.) The property line information shown was = PO Box 659 7 Parker Road compiled from available record information. rn At Ellen G. Van Wart Osterville, MA 02655 Osterville MA 02655 ^ 2.) The topographic information was obtained ~ (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax 1.39 Hazel Avenue u e 21 Sand Pont p Glencoe I L 60022 from an on the ground survey performed on copesurv@capecod.net or between 04/MAR/03 and 22/MAR/11. ■j Bamstable, (Oyster Harbors) Mass. 3.) The datum used is NGVD '29, a fixed mean Draft: JOD Field: MDH/WHL/MLL 30 0 15 30 60 120 sea level datum. LATE: 1 30 SCALE: » Review: PS Comp./Review: MDH/RRL January 24, 2012 = Project: 30029 Project: C284.5