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HomeMy WebLinkAbout0895 SEA VIEW AVENUE - Health 895 Seaview AveNU —' Osterville - - A= 090-012 SEP-25-2013 12:54 From:80RTOLOTTI CONST 5084289399 To:15087906304 P.1/1 09/25/201.3 14:12 $094289617 SULLIVAN ENG INC PAGE 01 Town of Barnstable ! Mau Regulatory Services WSW Thomas F.Ceder,DimOr ftb1ic Huth Divftioa Thomas McKean,Dh"ector 200 Mak Sweet, +MA 02601 C T='.508-8624644 FaX 508-7"-6304 ' 'porm Date: Sewage pernmw a -1 3 A ssessees Mapwarcel, y '��,- - or Addressa . Address: 0 on k i I was isawd a permit to Install a ( ) tlxauex) sepdc systems at Wt Sk 1h bLoAd on a design+drawn by . . I rt3 ►that the suit system rammed above was ioatailed substmWaW according to the design,which=y W dude minor approved such lateral rclo*Won ofthe diswNrd6u b==&Jor eeptic to k 5Ctr 1 an 5f4 0a a' st3- 4t-O^ I=* the sedc systems refereed above was,i*And with major ebauges y (1 e. 1 O'lateral reiocd&m of the W car say'veetic al relocdtion of any COMPO silt Oftle septic Sy )but In accordance With State&Local :.Ittigwalatio rovision or cerdf W as-built by dedgaer to foilayv. Q MA sq 4 ali�8 sig ) j fypN N•i 01 A r s Sig 1rC) (Aft.Deaigne s Stamp EM) COMrrIANCE WJU 190T Ba W=rrr TEE BOTH.T=FORMS AS-8177IaT CAIMAte RXCZWO BY TW ItA'MST=X MOLIC WALTH DIVMON.TDM YOU fr IW/gepkie/Des�dgner QeddaWm Pam 3,26.Ud1w MRR-25-2013 08:47 Fi-om:BORTOLOTTI CONST 5084289399 To:15087906304 P.2/2 1 03/22/2813 16:30 5084299617 SULLIVAN ENG INC PAGE 02 Town of Barnstable Regulatory Services noms F.C*der,Der Public Red&Dlvlalon Thomew McKne,Dhidw 2w main Strout,B! MA am SA824Q4 pjcL SM-7 3oa tsar Da n Form o Datet 3—ZZ-sor x SOWN"Pormlto r Aasarlor's Yldap ���°J�- Drr1r ;;��l�,t�ka i�; a.,r�,w a M�: 13Gr►"!��fo• t'� Addreaa: Ar,A:eif V pporr 414 #.4_ Addreea: on � weu band a pat*to hmmU A 0 Q_ ( �') o rmm,at $` E L m Ae. ..,,,,, based on a dedp drewo by (ai Wtm) AJ4� RftacJE dewed ,0 I certify that tt aapdc"y w refrencad above was kwtailed subdm9WY accordug to the dneiM wbwb may i de ndnw appr+wed aha such as lateral reloa don of the diatnU*n bus and/or tank I cam►that the aaptic r+efimaued shrive was mad wkh moor dhWSM (Le.grae w thaw 10' rolacaiian of the SAS or wary vartcnl rekxmdm of OW ccmpa 6( W 5epdc V.40M)but in 8=0rdROM with State&Lracal R, atao ;Pfau mMon or ccrdfled as-k&by-dmdpW to So M. , �)F444sp_ 64 ;ONA �Nb�w O%dws ) ( ) --- COAnANCZ WKL XOT 8Z BSM 0p BUM TM YOM AM A&NMT CARD AZ BZCEWO By 7 ►SA►Drl$TA1tI.R PUB=H1ALTH Ni'vt1 PL THAM YQA. Q: CaMeadct FOM 14fi 4 4,doo 1n��t -_O -- b r ---/--/ ---- No.— .�..� Fee— BOARD OF HEALTH TOWN OF BARNSTABLE ,"Zipp ' ationjorlVe[[ Con.5tructionVermit Application is ere y made for a ermit to Construct (1I, Alter ( ), or Repair ( )an individual Well at: Location — Address ,� Rssessors Map and Par ec"1�3C1ik.1� l Owner / { Address D,� (� Installer — Driller �ddress ., ,{A ©� I -�� Type of Building � Y Dwelling--- Other - Type of Building—=-------------- No. of Persons--- -.-------- iI Type of Well C-I-------- Capacity---- 2S---- Purpose of Well- -- �s� ---_—_ cy -- --�— Agreement: The undersigned agrees to install the aforedescribed 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 Compliance has been issued by the Board of Health. Sig -- —yam —--- — -vim-_-- d e Application Approved By date Application Disapproved for the following reasons: date Permit No. ' !���d� Issued-------v----0--- -----__ ---------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well onstruc ed ( ), Altered ( ), or RepairedNP ( ) nstaller at _ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Pr tection Regulation as described in the application for Well Construction Permit No.l,2A10_-! �!'h Dated— yy Ai i THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE _-- _ Inspector------- --- ---- ------- s I�cl�0'13 - -� 4V4 'i V` y ----------- No.--------------- Fee---- --- BOARD OF HEALTH TOWN OF BARNSTABLE Zlp�licationffiorVell Cootruction Vermit Application is ,h reb Made.foc a'�ermit,to Construct V) Alter or Repair an individual Well at: PP YP ( ( ). P ( ) Location — Address Assessors d Parcel --a ---- -- 1 Owner ----_ __ — — Address -----�`'.1-?�tJS__(_•_c.��t�l, �_�_.I L_l.l��- __--/-}---�--=--�--`x---�'SC=--5�--=—�.Installer Driller— Driller ---- _ Address J O� r d Type of Building Y Y-` �o Dwelling - -- --- ----- . Other - Type of Building- -___-__--____ No. of Persons--- _-_------___�__-__-_._____ l/ Type of Well Capacity----a -�y -----___—_ Purpose of Well.---W-EL Agreement: The undersigned agrees to install the aforedescribed 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 Compliance has been issued by the Board of Health. Sig --- - —--- ----f-�-�3--- datel Application Approved BY ----__-__-- 5 (F/_)_ _-- date Application Disapproved for the following reasons: date Permit No. Issued --------- date ----- ----.-------.-----_ _--._.--_--_____ __________---------------------- BOARD OF HEALTH r TOWN OF BARNSTABLE Certificate Of Compliance - THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered { ), or Repaired •- by—. --— l l _-Dr'I )_Ii --- - - -- --------- —=-----Anstaller 'i 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.LJ_�!A� Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. ' DATE----—— . __ _ - Inspector-- -- --- - ---------------- BOARD OF HEALTH TOWN OF BARNSTABLE Vell Congtruct ion Permit No. i' � �P Fee Permission is hereby grantedn � to Construct O; Alter ( ), or Repair ( ) an Individual Well at: 14- No. 1_ >�.�t t/ t a V3 ---- '- -- ------------------------------------- _ _— _ --- Street as shown on the application for a Well Construction Permit /� No. Dated``------ =-- ----- --- - f Board of Health DATE _ f TOWN OF BARNSTABLE ;LOCATION _ c-� cJ SEWAGE# )s -,� VILLAGE (�s';�2�Ja���� ASSESSOR'S MAP&/PARCEL1�- i INSTALLER'S NAME&PHONE NO. Zp-a SEPTIC TANK CAPACITY LEACHING FACILITY:(type)��2�'�tGl�— (size) '3> ,x) NO.OF BEDROOMS OWNER P W-- PERMIT DATE: 1 - 11 • a 3 COMPLIANCE DATE: ) Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 14 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Y Feet FURNISHED BY seep Pei td A ife- A i � I �= s AS: 17 A-7 9 - I, i0 No. 1013 ` 0 Fee THE COMMONWEALTH OF MASSACH Entered in computer: USETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,' MASSAC H USETTS ftpliLAtion for MispoBaf &pMpm Construction Permit Application for a Permit to Construct(&f'Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. 8 Q,;-gem.G,•e, 4YAe Owner's Name,Address,and Tel.No. 7's- Assessor's Map/Parcel p o ®f 7 ,� Ins ller's Name,Address,and Tel.No. S0T-77i—93 9 Designer's Name,Address,and Tel.No. s�8-Y28-?3�y (5 d iczt vU�e Gaa�►JT Sv//"-,?de FA J9 M�AAUVk S 7 �a.r/ Type of Building: Dwelling No.of Bedrooms 41 Lot Size ��,t��3 sq.ft. Garbage Grinder(&o) Other Type of Building eefWpy 1% No.of Persons Showers(�') Cafeteria( ) Other Fixtures Design Flow(min.required) �j'� y�� gpd Design flow provided gpd Plan Date lO�Za�2 Number of sheets S_ Revision Date Title (%n®s •/�c�,ye. .�e�,�v Size of Septic Tank l S60 2 Co. car-fi„z..�-/- Type of S.A.S. 1, cl kc C �i►i s i h She L�'e� Description of Soil y4 (g r/� /i�/D!` 5,9 am el y •h �Nature of Repairs or Alterations(Answer when applicable) r' 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 Enviro a and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He d Date Application Approved by r Date / Application Disapproved b Date for the following reasons Permit No. O 2 Date Issued 'yr"�'"�vi.�r'....wn�, ...,,..a✓iir.Y-..Y'4.r:.,ti:��,rh_P;, ►,w"VY't..rWm�...a*+,it�,fik',v„�, � «a.g,....aye Wi++',+\,+,•.f. .. (, `,p,+fi ;..+r^-^+a.,,r„•^•'..rs•-"�s.w+c�a.�'wra+�d%M:: w�,i+�L•-� - No. 0-/ l 0) - `��....-.. .�.i'� .. , .«� Fee THE COMMONWEALTH)OFMMASSACHUS.E--TTS Entered in computer: Yes PUBLIC HEALTH-DIVISION -TOWN-OF'BARNS-TABLE, MASSACHUSETTS n„w�,t 7 f ftpricatlon for 1DIsposa1*p6tem Construction 3permit Application for a Permit.to Construct(PI'//Repair Upgrade Abandon p ( ) pg ( ) ( ) Complete System ❑Individual Components Location Addresslor Lot No. i3 QS—t5•.&q G,•ee, rye Owner's Name,Address,and Tel No. `l (co�e.r t 6 1�, era,s 4 7r . Assessor's Map/Parcel p yo 47, Inssttaller's Name,Address',and Tel:Qd No. q " Designer's Name,Address and Tel.No. ,��-�✓Z$-?3 5�4/��;cs1 ��..../ 77� —`j 3 -� S'v/�, vQh Tnrh�'C�r,ns t rM,N11,1/�5 t " .i� ! t/r rr /C o-/ rev z-, G, OS drr c., Type of Building: / t 'z 1 t L z Dwelling No.of Bfedrooms Y' Lot Size L/�,{ &;'3 sq.ft. Garbage Grinder Other Type of Building J f fTWo,-,f / No.of Persons Showers(Y ) Cafeteria( ) Other Fixtures "Design Flow(min.required) � � yc/di gpd Design flow provided % e!1 rac ry e/yG gpd Plan Date 111012012 Number of sheets - — Revision Date Title R,/ L nFav2„ftii ids Size of Septic Tank ",00d .1Z �aA�oar .•.r., s Type of S.A.S. Ze6ce,:,, C�4^Z_1c 1,1—d J r, �4 Description of Soil A iar ,e , } _✓O� ',a/ ,, 4w %O .3 Nature of Repairs or Alteratioft(Answer when applicable) ti, ► 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 Enviro/nmenta"rCo+de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healtfi. r 'ed Date Application Approved by Date 1/1 7 2 Application Disapproved b Date a for the following reasons Permit No /? 0 Date Issued � _x j THE COMMONWEALTH OF MASSACHUSETTS - .:. ` BARNSTABLE,MASSACHUSETTS Certificate of Compliance a THIS IS TO CERTIFY,that the the On-site Sewage --Disposal system Constructed(,1/) Repaired( ) Upgraded Abandoned( )by f:5�J/�ljJ LA rg 1 (Z.0 r4,j at 5C- ,? 4-,-e c, 4,C., has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 U 1i2 I/dated Installer Designer All/ #bedrooms Approved design flow ��(/Q gpd The issuance of this permit shall not be construed as a guarantee that the system will function�as�signed. Date Inspector No. Z -D'1/ Fee . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION:BARNSTABLE,MASSACHUSETTS Misposal 6pstent Construction j9erutit , Permission is hereby granted to Construct(,r) Repair( ) Upgrade( ) Abandon( ) System located at (�J 175 S F' /i,` a,/ ,4 v and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date I If 1 Approved b �- ' PP Y . r TOWN OF BARNSTABLE LOCATION y���� �c%.�Ec//L't e4UL9 SEWAGE# VILLAGE U--a L--%Z-ViL-LLf' ASSESSOR'S MAP&PARCEL ®Q®- 1=�— INSTALLER'S NAME&PHONE NO. Z-6Ct g( SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) -73•!�D NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) JN Lam. Feet FURNISHED BY a.. �3 9 i V-7 ''v'r No. 9_513 - 13( Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPlifation for Misposal 6pstrin Construction Vermit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System Xndividual Components Location Address or Lot No. 99S Sec- .mow Owner's Name,.Address,and Tel.No. 1,Hi►;S4 2�r'fG. T,--C4 , Assessor's Map/Parcel ©QO D/Z In ller's Name,Address and Tel.No. Designer's Name,Address and Tel.No. dHVA.$ 7 Parke,- ted. P® 736ic C9 Or�fet�,'/ Type of Building: Dwelling No.of Bedrooms '410h Lot Size 3� 5�.� sq.ft. Garbage Grinder( ) Other Type of Building s4.k4w-4 &w-/ No.of Persons Showers( ) Cafeteria( ) Other Fixtures i Design Flow(min.required) Q gpd Design flow provided gpd Plan Date Number of sheets L Revision Date y,e�,f s��3 Title i, o5r 'A�rayer�ehfs I Size of Septic Tank Fx;S7iiAe 15-00 C.//,0-1 Type of S.A.S.-J_eaL4;nC C4^Arj 2 m Description of Soil Nature of Repairs or Alterations(Answer when applicable)," Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code n o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. 1 Signed Date � l �3 Application Approved by f Date — — Application Disapproved by Date for the following reasons Permit No. OI 3 _ ' Date Issued �'.--+.+srr.,,ty_t.A�.,.x..'A ,tr�.i .,•�.:�.w..-.s.r,. '-�.vrn..ry,r,,.y:r$•.-"- ���'^1T��"'�'7 b� _-�.����:,.a•v=.,.��._ _: �w+r+r�.e+o:_^ "v-�.-w..•-..,._ �. '-'• �....a�+#-.. 13 No. Y, Fee _ THE COMMONWEALTH OF MASSACHUSETTS r Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application-#or ]Disposal 6pstem Construction 3permit Application for Permit to ConstructA)'4 Repair( ) VUpgrade`(` ) Abandon( ) ❑Complete System -Xjndividual Components Location Address or Lot No. 89�7-Se. -e, Owner's Name;Address.,.and Tel.No. Assessor's Map/Parcel 09 Installer's Name Address,and Tel.No. Design 11 er's Name Address and Tel.No. ?o 8`4'26 / ' Spa ��t - 939� , , _ - -146Q S/-y ✓�. I�S -7 POf Ir e,, (eat. PO 73.), - ti Type of Building: 02.6 5*r Dwelling No.of Bedrooms /lip n Lot Size sq.R. Garbage Grinder( ) Other Type of Building sQAPA Coup f No.of Persons Showers( ) Cafeteria( Other Fixtures 1 Design Flow(min.required) Q gpd Design flow provided gpd Plan Date 1 /p�ZO/Z Number of sheets [ Revision Date y/5Z- 3 ==` Title`.:• ��a//e5r5ot' ..!'ih0/oyeeiifs -, - Size of Septic Tank ria�oa Type of S.A.S. Lee d;A! C a m,te.�s Description of Soil Nature of Repairs or Alterations(Answer when applicable) �y -mac �`d, '��•{ �rp�,, � ,�S,� � � ou z I 3o 41,-,n r rua Pa+a -71, F A"5 y A yS7(P j�`\M ( � XiJv n` S S r►w-► f�,�t�s:'�` 7` Z d(3 "C7Z P 1 1 '� I t Date last inspected: "'V ✓ 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 En i onmental Cod dmace the system in operation until a Certificate of Y Compliance has been issued by this Board of Health. Signed / Date � �3 Application Approved by Date — Application Disapproved by ! �� �`.�' Date for the following reasons ti 'Permit No. �pl ' 'N Date Issued --- - -, - --------- ----------------------- - �� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS 4 Certifirdte of`compliance �! THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at ��-( 5 d has been constructed in accordance r with the provisions of Title 5;and the for Disposal System Construction Permit No. d°13' 131 dated % T Installer Designer #bedrooms f�;/v Approved design flow ly�, gpd 1 l; / 7 The issuance t/f�th�'pe rt shall not be construed as a guarantee that the system will�funch^o�n as designed. tt � <~� Date t t(j Inspectort.-�7/Jce - _ ----- ---�-- ---1°' No. -0'3- --- ---- -.`i-------- ------------___._._�_._._----------------------------•---�--__-=--==Fee ---1 7 THE COMMONWEALTH OF MASSACHUSETTS CJ PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS Misposal bpstent (tonstruttiott permit Permission is hereby granted to Construct(� ) Repair( ) Upgrade( ) Abandon( ) System located at 8 5 S! , VA_ , and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date (4-f 6'1 3 Approved by s r 24'-10" I MAPLE PANEL WALL - SYSTEM BY OTHERS (ALLOW FOR 1/8-,SPACE AND 2 1/4" MAPLE PANEL ® EAD WALL) - 21'-0" FINISHED CLEAR APLE PANEL WALL SYSTEM BY OTHERS (ALLOW FOR 1/8" SPACE AND 1 5/16" MAPLE PANEL ® SIDE WALLS) 6" METAL STUD WALL - FRAMING ® 16" O.C. NA TH + 5/8" PLYWOOD APR!{ED u Q S h C u l (INTERNATIONAL SINGLESfo 12" FOUNDATION WALL M 4 i7 v F GLASS WALL BY OTHERS UP i i P.R• i 2" X 4" STUD WALL rT W/ CLOSED CELL FOAM AT FOUNDATION WALL i� >;-STOOP FROST WALL I VERIFY W/,LANDSCAPE PLAN 6'-0" • 12'-10" 6'-0" 12'-5" y, I �©ABOVE i 16'-0" A.F.F. • i --------------I-------------- 4 I ' _-________- ;_______---_____ o I I I I I . I -------------- —————— ------ -----------------------=----- I o I . I --------------T-------------- 36" HALF WALL. 0 BALCONY --F tam - °� 1X STRAPPING ON I DN -CONCRETE WITH RIGID INSULATION i 4'-5" 0 STAIR LANDING f ©ABOVE L-------- 16-0" A.F.F. L , Town of Barnstable-J.'' r# Department of Regulttory Services _ r r 2 KAM • Public Health Di vision 200:Main Street Date' �Hyannis MA 02601 ' Date Scheduled Time _ Fee Pd. D t/ Soil Suitability Assessment or ,f Sewa e P o .By:' P�,-�� T , MCGI £SS g isposal E Witnessed By; LOCATION.& GENERAL INFO Location Address RMATION Ap L e v i Owner's Name �. Address lu `�3 Assessor's Map/Parcel: Engineer's-Name C NEW CONS'1RUCTION REPAIR 7 Telephone* ,Land.Use Slopes Surface;Stones Distances from':"' Open Water Body �� _-_r__ft •Possible Wet Area ---- ft Drinking Water Wel1�C� R • Drainage Way ft Property Line Q' �'O . ft Other., f- SKETCH: (S•treet name,dimensions of lot,exact locations of test holes•&perc tests,locate wetlands�n.proxirruty to holes ). µ z 0 NMI Parent matenal(geologic) Depth to Bedrock 4 Depth to Groundwater Standing Water in Hole: :„: .. ... Weeping from Pit FFaee Estimated Seasonal High Groundwater ` -F3 2 ' DETERMINATION FOR SEASONAL HIGH WATER 'ABL m .Method Used Depth Observed standing in obs.hole: Depth to wee In from side of obs.hole: In, Depth to Soil mottles: Index Well# P. g In. ,Ornuntlwater�dJusftnent In: `Reading Date: index Well level ft. ...._.;:,'Adj.1gCtbC,, ,- Adj.droundwater.Leval a: Observation PERCOLATION 'EST bate,,,,,,,,,,_ xle Hole# 7 Tlm0at91, f2z/z 2� Depth of Pe,ccr7' �t r7 Time at b' y �Z a; Start Pre-soak Time @ Q Time(9"-6") -- End Pre-soak / Rate MinJlnch -- z Site Suitability Assessment: Site Passed 151< Site Pailed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back -------__ If percolation test is to be conducted within 100' of wetland,you m h ust first no ' Barnstable Corisei�vation Division at least one(1)weeQ:MPTIWERCFORM*.DOCk prior to beginning., fy the ,y _ DEEP.OBSERVAT,ON HOLE LOG Depth from Soil Horizon Surface(in') SoitTexture Soll Color Hole.* (USDA) Soil _ (Munsell) Other lvlottlln lU g.; (Shuctti1.re,Stones;Boulders. LZ.sy s DEEP Depth from OBSERVATION HOLE LOG OBSERVATION k01e$� _2__Surface(fa.) A Soil Texture Soil Color (USDA) Soil - Other (Munsell) Mottling (S�cwre,Stones,Boulders. �-/ Its yrz y1i o sf en�Y !o— 3 G`t- I26 c Ls J . BEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Surfacc'(in.) Soil Texture Soil Color (USDA) Sotl Other (Munsell) Mottling (Structure,Stones,;Boulders. a" '1 Z Ia y/L�JZ ;3- �o 2,S MS . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Surface(in.) Soil Texture`, Soil Color Soil Other (USDA) . . (Munsell) Mottling (Structure,Stones;Boulders, , —►a A-I 10 is �a2y/Z L5 w 5 Y2= 13� Z, MS Flood Insurance Rate M8A' Above$00 year flood boundary. No Yes Within 500 year boundary. No .s� Yes ' Within 100 year flood boundary No—& Yes � Death of Naturally 0ccurrinR Pervious Material Does least fourfeet of naturally'occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? �s If not,what is the depth of naturallyoccurringpervious matarial'1 ?. . Certification-ri I certify that on ! ! as (date)I have passed the soil evaluator examination approved b the Department of Environmental Protection.and that the above analysis was performed by me consistent with the required tRIJ aining,expertise and experience described in 10 CMR 15.017, Signature Date � r tiZ/ t Q:\S,EPT1C1PERCFORM.DOC 0 r Kitchen .s. a+r PlnTnem _ PlnTnom Chin, Area llvina Area ------------------ Vr _ a r e �rpe�i fN,77 r,Ail'•jf-`i i N i West Bay rn i 73 i 1' $ rb cb �'NN `w Seaview Ave LOCUS cV I 00 ' p O i to .� Nantucket Sound ; l O _ , LOCUS MAP 0 N NOT TO SCALE 18 -- EXISTING CONTOUR r CB SEAL v x 17.98 EXISTING SPOT GRADE l 18.06 TEST PIT i LEGEND S� (LOT 280) APN 090-012 43,561 S.F.f cnu n� 4__ •1.19.60 DATE: ARC 1 REF# P-13,254) , SOIL EVALUATOR: PETER McENTE kfi5#`L WITNESS: DAVID STANTON-HEALTH AGENT Bev.* TP-1 Depth Elev. TP-2 Depth ; 19.7 A 0" 19.6 A 011 O LiJ a SANDY LOAM SANDY LOAM - 10YR 4/2 10YR 4/2 (D I� 18.9 10" 18.8 10 N p ob PERC O -_ (6 .may! 36"/48 LOAMY SAND Z 04 LOAMY SAND 10YR 5/8 t 19,94. O 10YR 5/8 14.9 58" 14.3 64" :•�49.75�19.91 +•19.99 Cn C C TP-3 MED.SAND MED.SAND A 2.5Y 6/4 2.5Y 6/4 �F 19.64 4.19.64 .. _ TP-2,!�P 19,69 +19.92 -1 :+19.54 9.2 126" 9.1 126" A PERC RATE 4 MIN/IN: - IN LOAMY SAND ("B" HORIZON) NO GROUNDWATER OBSERVED Elev. TP-3 Depth Elev. TP-4 Depth 19.9 A 0" 19.8 A 0" 0.Y-+20.02 SANDY LOAM SANDY LOAM •�18.9 - 10YR 4/2 12" 19.0 10" 10YR 4/2 • B B PERC �� �� +:19.80 i 38"/50" LOAMY SAND J t 20.03 LOAMY SAND 10YR 5/8 �' �\ 10YR 5/8 "• +20.46 14.9 60" 14.3 42" C C MED.SAND MED.SAND #20.21 2.5Y 6/4 2.5Y 6/4 i j +'20.76 1 1 8.9 1 132" 8.8 1 132" J PERC RATE 3 MIN/IN. - IN LOAMY SAND ("B" HORIZON) *20,66 NO GROUNDWATER OBSERVED 132.22' JL Cs Je N 86*10'00" E 20.71 ------------- 21.06 21.04 20.53 '/ OWNER OF RECORD SEALP EW ' 4, SEA r l EW AVENUE ENUE 185VIASYL M ST., CITY PLACE 1 HARTFORD, CT 06103 TEST HOLE LOCATIONS 895 S EAVI EW AVENUE, OSTERVI LLE, MA FLOOD PLAIN DESIGNATION Community-Panel No. 250001 0018 D Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 Map Revised: July 2, 1992 Engineering by: SCALE DRAWN JOB. NO. 1"=30' P.T.M. 143-11 Zone C Engineering Works, Inc. SITE BENCHMARK REFERENCE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. Community-Panel No. 250001 0018 D - RM 35 (508) 477-5313 5/2/11 P.T.M. 1 of 1 15 / - - /r 831 Sea View Avenue Trust C Weld Tr David N Khoury, Tr. Ellen 71 6p LEGEND: 7-77 Cedar Tree M o � public Way) a �, 6„ , 2 11 Holly Tree - 40 WI 80 '2 LOCATION MAP. Bench Mark _ SeaView - , o- \35.00 Elev.20.71 _' _ _._ r 0.3 �� Scale: 1" = 2000'± -------ohm----A-J°n Ng '10'0 - 20.0® i' G tt7 Deciduous Tree w _____---on _ _ _ _ -- - i 0 132.23' f Coniferous Tree W ° %\ 0t281 ' + ( Ot28 i a� ° 43,561 SF (1.00fAC) + ° i ASSESSORS REF.. El LCB Land Court Bound SF 57.6' i fl r ,', Map 090, Parcels 12 El CB/DH Concrete Bound w/drilihole o SB/DH Stone Bound w/drillhole Guy Anchor 1,.2 I 11 Q, _ 1, o Utility Pole 1 Sty ,•- 1 l I OVERLAY DISTRICT: w f Garage 0 b Hydrant / g 30.8' 1 i. , 1 1 . I i m 1 AP - Aquifer Protection District (D- Hose Bib #8 Light Post I Pro o � I j ° �, l /J i ', i�• OO Water Gate (round) 2 y If G _ - -- 4 •• : ate H e I FLOOD OHW- Overhead Wires ----25-- Elevation Contour I I i. Zone B C A14(EL12) V17(EL16) & V11(EL16) Proposed I N _ o t , E Underground Utility Line Septic System I °, I \ I o It 15•1 I „ 1 1 ° Q Community Panel No. Baring g I l ' i " #250001 0018 D I 1 July 2, 1992 -o OO I ' P-Stone 1 ��Z 2 ' o I - Parking 1 \ 1 `--- -- � Area ° rt ZONE- Propo d O l + ° -1 Drive y 5 1 `?gam /7H-A 1 TH_4 Area (min.) 87,120 SF (RPOD) p --- fl \:. . 1 Frontage (min) 20' 0 1 w 1 1 Width (min) 125, I Setbacks: Fron t 30' 1 j Side 15 Pipe N 1 Rear 15' + 1 I t•' i �\ I I I It I O Lawn 1 1 1 Cha e fro AaAas i j 1 i 11 St w f jector Pipe to a Pipe Pao I I I Dwelling I 1 1 Gravity Pipe for Vent g ° Elev. 18. 1' �01 I l r I 1 0 i z 895 4 _ . ° ° I o y � I i (Au c 1 i cn House 1 / \ wn 1 I ° M 1 IQ 12,8 3 � I 1 I 1 C ° + 1 Q)Cb 1 j ii OJ N N \ ` l I w 6 I I f / \ Elec 1 1 INl ~ / ..� / \ Trans o P 0 6�' ; / �r Y 1 125.00' Veri ; 1 Soil Absorbtion System & 100% Reserve 00 39 "E / I ,►� H ip W ti �.g3�� Lot 282 // 1 ° S86'10 13...W... ..... 1 ...... Meter O it NOT TO SCALE 7,141±SF (1.08fAC) to TCe a , 1 r `•,47,943±SF (1.10±AC)\ to TC8 Approx Septic as per BOH CardCL I a 1 Approx Septic ` /......., Clearing f ; n as per BOH Card \ / 14• (b ° \; 7 _ / - l *g a � It 1I.45wn� T 1 8 lip I ............... 1 Lawn 10 ,; Grade ...........•• vI I.................. Finish 3 Max. � 9" Min,C� ❑ 1 /. <,�. / \ /,, Compacted Fill Filter % Fabric a And or ICC ........: - _- I ......................... I •••.•: one 1 1/8" 1/2" 1 � -r"'/ } 3 Pea St a r--•-•---- / �_-- 1 : ! 314" - 1 1/2" /';. I LEACHING Double Washed a O CHAMBER Stone i •_ --Existing 2 Sty a welling I - I I 4 10 •w/f D 47.8 j CROSS SECT F CHAMBER 'o' CR ION O ER 62. / 1 , y ; I p .... .. ................. lO ' Ele .NOT TO SCALE o ! ! 1. :...... I ........ ...... it © - 1 a 2 Sty W/f............................... n L_ - ...... ................................... Stone Patio Pool G Z��e SEPTIC NOTES ...Dwe!'1'tn'g io aEquip a LPG F�J1PE�� Pool 6, 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours ' o a O ranks Prior to Any Excavation For This Project the Contractor Shall Make jam; m i sn O. the Required Notification to Dig Safe(1-888-344-7233). .4 The Contractor is required to contact the Engineer 72 Hours Prier to Construction � J ✓ stone We I 17.7 1 for a Pre-Construction Meeting. Lawn / / 2.The Contractor is Required to Secure Appropriate Permits From Town ^ r- Lawn "'m'' Roses ° Agencies For Construction Defined by Thus Plan. . o Chain �ink nce 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall .... ........ ... loof'? 16.J _ 0 - 1 i FEMA Flood Zone Line :, + - " ` `;.............. % Roses Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to As Per FIRM Panel "' + + Constructed .. 250001 0018 D 1 - V m Actor + 17_ i ` Assure Watertightness In General Water Lines Shall be Construe in TBM EI-18 4' NG D Coordination With COMM Water,and Shall be' dance to rev July 2, 1992 11 + 50 - o + t + top of CB/DH With 248 CMR 1.00-7.00&310 CMR 15.00. I -_ __�- - `�''� �E C ! 4.A Minimum of 9"of Cover is Required for All Components. Mq Z PERC TEST: 13,255 /B = q 14/ 5.All Structures Buried Three Feet or More or Subject PERFORMED BY:PETER T.MC ENTEE P.E.�� FEMA Z�►1P' I `EC J2 ) o�,Flag __-- -� '~ g. Engineer's �' to Vehicular Traffic t b H 20 Loading.It' e SOIL EVALUATOR NO. A14(EL12) I -• Top of Coastal Bank Pole 18- -"` _-- ---" _ Recommendation that H-20 Always be Used.the En WITNESSED BY:DAVE STANTON,R.S.-TOWN OF BARNSTABLE N '__• -^-- ''� APRIL 12,2011 ° TC8 (Town Definition) • •" 7-' ' -15' _-�-- .Install Watertight Risers and Covers to Within 6"of Finished Grade 1+ ...... Leaching Chamber and ..• ► -- _ _ - _ 6 Over Septic Tank Inlet and Outlet,D-Box,and One hin SITE PASSED i ° - + To Grade When Paved over. .Septic System to 7 248 CMR 1.00- be 00 LatestRevision and the Town of Barnstable + _. -- - Wood -- _ _ Board of Health Regulations. _. IJ Deck _ -..... TEST HOLE-1 EL.19.7 TEST HOLE-2 EL.19.6 _ __ -_ __ .__ .__ _ _ __ _ ___ _ _ .... _ _ __ - - - to be 40 „ �� � -� .7• egula ons _._ - - Inside Dimension of 1 d A.I AYSR'lOYR'4/2.. "..' A.I AYER'IaYR 4/2 .. _ ._ _ -. Wood , a Minimum _ - = Box Shall Have a Minimum ens' 2 an r� ^`` 8 Al _ _ - _ , ".'DARK GRAYISH BROWN DARK GRAYISH.BROWN:: _ ..- - -- - , __- 3 Stairs f- ood -',,,r _:: -�:..: .^ --~ � J -' 9 Sump of 6". 1 salvia LRAM:.. ..:.'.. 18. lo^:: sANnYiOAM a_ - - - _ 10.The S aration,Distance Between the Septic Tank Inlets and eck - -� Wnod� _ r- B LAYER 10YR 5/8 _-___ n-' -" �- Stajcs rJ_ eP_ YELLOWISH BROWN - -- - / _ --" _ - C _~__- _ Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend LOAMY SAND B LAYER 10YR 5M wood --- 4(EL1 -T' -- - --� - "-"` J --" G _ - a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" ti _ PERC TEST 15.7 YELLOWISH BROWN Stairs A -" - - _ y --'Edge 25 GALLONS GONE IN MIN. LOAMY SAND - M= FjjAAAz e - T ..ram $Both Gross ✓ _ Below the Flow Line,and Shall be Equipped With a Gas Baffle. » - -- - - 11.The 2 Compartment Septic Tank Shall be Interconnected by a 58" PERC RATE 4MIN/IN TAR=a.74 14.9 641, 14.3 V117(EL16) -""- C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/a LIGHT REDDISH BROWN LIGHT REDDISH BROWN I �� Beach Minimum 4"0 Vented Inverted U-Shaped Pipe with a --" , •w f r ~ 12611 MEDIUM SAND 9.2 12 " MEDIUM SAND - 9.1 -i - %'�' - Coastal Gas Baffle on the Outlet. NV 014 _ Main House Septic See Note 6 (typ.) See Note 6 (typ.) TEST HOLE-3 EL.19.9 TEST HOLE-4 EL.19.8 =" y _ ✓ �- -f F see Notes (top.) DARK GRAYISIi.BROWN." DARtC.GRAYISfI B1LOw�T. 5--- F F.G. EL. 20.00' t F. . 1211 "' ''SANDY'LOAM '' 18.9 1 " snNDY LOAIrt..:: 1 .0 DESIGN DATA B LAYER 10YR 5/8 - SingleSIG Flow Equilizers YELLOWISH BROWN - _ - d Bedroo�3at O use EL. 17.51 As Re LOAMY SAND B LAYER 10YR 5/8 _.__ o u nTotal Daily plow=440 GPD Installer To f Required 5 PERC TEST 15.7 YELLOWISH BROWN -- - 25 GALLONS GONE IN 4 MIN. LOAMY SAND _...._ .- rj-' - with Out os bage Grinder Can firm Prior E 1500 Gallon 60 " PERC RATE<3MIN/IN TAR-0.74 14.9 42" 14.3 ■ _k� TwoCom tTnnk To Any Work 2 Compartment EL. 170fi Top EL. 1700 v Peen Septic Tank D-Box C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 Nant U First Compartment 880 Galion (See Note 11) 440 Gal EL. 16.40 LIGHT REDDISH BROWN LIGHT REDDISH BROWN Second Compartment 440 gallon 880 Gal Min. Min, 132" MEDIUM SAND 8.9 13211 MEDIUM SAND 8.8 Use a 1500"Gal Septic Tank 6 EL. 16.0NOGROUNUWAIMENUMINIMMU Leaching Move NOUROUNDWATEREMOURMM$ PLAN VIEW To Be Inpacte On / Chamber 0 LEACHII'G AREA --- 10'+ --- a Compacted dose 440 GPD/0.74(LTAR)-595.0 I Bedding.,.T„s ( ;:;::.::•.::•t:.;:::•'' Inspection Port, it n Reniabe 8t:f2epltaee:: Side%all=2(12,83'+25.PV 185.32SF I & Baffels kli .Ll»suito0le........................ CIS .................. .. .. .. . Add squash Court House and Ejector �� BatwntArea (12s3'xzs.o)=a29ssF i as Per Title 5 }I,�.out '� +i�fQt ;f::-h slst�r� Ld SCALE_ 1 =30 Total Provided=615.12SF 1-•-------------------------- 20'+ --------------------- Revision: 4/16/2013 Pump to Existing 4 Bedroom Gate House i ' Septic System t LEACHING CHAMBER No Groundwater DESIGN Per Test Hole 4 New Gate House Dimensions & New -� AUPipes tobe$ohedule4ll. Use DEVELOPED PROFILE OF SYSTEM Revision: 2 19 2013 Location of Septic System & Reserve. ' ' a ° 3500 Gal.Leaching Chambers ina / / p y *4 NOT TO SCALE 12,83'z 33.50'iiiashed'Stone Field as Shown Corrections to i . 2�y�' Revision: 1/17/2013 Perc Test Information ;` ' Title: PREPARED BY. PREPARED FOR: Notes/Revision: Proposed ImprovementsCap,9- �" ►`' g fl u� 1.) The property line information shown was Sullivan En ineerin , Inc. = Bannish Robert G. Trust Compiled from available record information. At 895 Sea View Ave Po Box 659 Par r Road Barnstable (Osterville) MaSS. osterville, MA 02655 Ostervi)te M�4� 02655 2.) The topographic information was obtained 9 (508)428-3344 (508)428-9617 fax (508) 20-3994`/ 42 T 3995fox from an on the ground survey performed on r' ��+ or between 271JUN112 & 23/JUL/12. O F 3.) The datum used is NGVD '29, a fixed mean Field: RRL/WHK Review: RLH 30 0 15 30 60 120 �. sea level datum. Date: � Comp.: WHK/RRL Proj• # 3200037_Roberts January 10,2012 Scale. 1 ' = 30 Draft: WHK RRL CTR Drawin / / 9 # C444_6G1.dwg + -= 1W4- �iS Y LVT i r'. z • •M f1` � ' NIF /831 Sea View Avenue Trust Ellen CWeld Tr David N Khoury, Tr. C186071 k LEGEND: :3 a •r.is Cedar Tree o . .. ......... -- - _ _.._ .._ a Public Way) l C ' d, p / Holly Tree View (40 wl / _ " �-oti \ 80 6 1 _ LOCATION MAP: Bench Mark _._ sea - - - ' ° p•3 /� \35.0 I^ Elev.20.71 - - r r Scale: 1" = 2000'f •10'0 Deciduous Tree 't0 ' -ah N 132.23' / Coniferous Tree � W /� Ot281 + f 1 0Ot28 • ' 43,56 SF (1.00±AG) ° ASSESSORS REF. : ID LCB Land Court Bound 5Z6 I jl I Map 090, Parcels 12 ED CB/DH Concrete Bound w/drillhole O SB/DH Stone Bound w/drillhole • "' i 11 % ! 11 Guy Anchor Utility Pole f Ga a 30.8• �' • ` 1 , 1 -OVERLAY DISTRICT: w/ Hydrant Garage 0 #8 i j •, \ I • I1' �1 AP - Aquifer Protection District � Hose Bib i Light Post Pro o 1 ` 1 I I © Water Gate (round) O 2 y f / 1 11- OHW- Overhead Wires $ ate H e to �I FLOOD ZONE. OD ----25--- Elevation Contour Proposed I �, I �' o 11 Zone B, C, A14(EL12), V17(EL16), & V11(EL 16) E Underground Utility Line Septic System o;\ I 1 0 �` 1+ �$,�' I I M Cl v, Community Panel No. / 1 �o #250001 0018 D Clearing 1 July 2, 1992 TH_1 0 \ - I ' C� I - P-Stone 1 =r Z \ I o Parking _2 N 1 \- 1 ----- Area / • 1 ,•r o Prop o d �- O + 1 ZONE: Drive W y _ 9 RF-1 TH_4 / �' i • - N Area (min.) 87,120 SF (RPOD) o-- 20 1 Fron to e (min) 20' Width (gmin) 125' co Setbacks: I °\; Fron t 30 In Side 15 Rear 15' IL I + � m 06 I ry 11 ? •� 1\ i \\\ I 1 1 Lawn i #881 1 ' 1 1 paA j I 11!2/ Sty w/f ► 1 - ase Dwelling j 0 1 L 1I j 1 1 (4 `1'g ° 1 ' • wn 1INS 1 1 �. • J I s 1 1 p K r*1 1 1 - 12.83' � 1 1 C 1 1 C_ ,. + 1 1 rn 000 ?InCD U, / / O � I o _ _ o I m _ _ 20-� Elec 1 I - N Trans I rt14e / I _ Soil Absorbtion System & 100% Reserve o 1' �jti' I 125.00' ver' / I 3g• �E / `1 M CIO8 N - 5�>> Lot282 1 s �"1o'1s w 1� - CO o A' / .. .. ......... .. .... .......... 0 / / _ NOT TO SCALE �. / 7,141±SF (1.08fAc) ' -. �\ Ot282 \ ; , Sy to TCB `I \ / - '...47,943±SF (1.10±AC)' T _ to TCB Approx Septic / I I `' W / \_Q\ 1v as per BOH Card C\2 e-nx a S� OL I / o 1 � \ •. Approx Septic Clearing j -• per BOH Card �.............. ......! �t. .......................................... ...../. a) as CIO i \ l Z 17 in - / ........... / ..........j.......... o It .� ; 1 18� 1 I j � _ Finish Grade 0- I Lawn V 1 . Max........... ax.3"9 Min n Com acted Fill Filter Fabric 0 And/Or 7 01 I 1 7/8 112 Pea Stone " ------- / ---� 3/4" - 1 1/2" I _ a _ _ LEACHING Double washed i I CHAMBER Stone pt 07-1----- I I ,, j -`---Existing 2 Sty I / ` 1 w/f Dwelling ' I 4' - 10^ Lawn 1 CROSS SECTION OF CHAMBER I . ,. I Exec - NOT TO SCALE a I an #889 ...... ..�... ;....1. 1p _ -------- - S Pat10 1. nTr s 2 St w f ... ........................ 1 o Y /.. a {� i L- - .,...... ........................................... tone n Equip C One _ ...DwehirigP2 SEPTIC NOTES I / " t m o 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours '\ LPG ------ ---� i P 13 o oo► 1 0 o O Tanks Prior to Any Excavation For This Project the Contractor Shall Make \- '�. - J -�.. i ' o - the Required Notification to Dig Safe(1-888-344-7233). The Contractor is required to contact the Engineer 72 Hours Prier to Construction Stone wa I l for a Pre-Construction Meeting. _ Lawn / ) / 2.The Contractor is Required to Secure Appropriate Permits From Town Roses ° Agencies For Construction Defined by This Plan. 3 . ............ _ ..•• . ?` o n ink nae Wherever Sewer Lines Must Cross Water S Lines Both Lines Shall ` 100± �'" ! Be Constructed of Class 150 Pressure Pi and Shall be Water Tested o FEMA Flood Zone Line + - l t Roses U Pe As Per FIRM Panel , \ -1I_ ;I Assure Watertightness. In General,Water Lines Shall be Constructed in 250001 0018 D •... TBM EI=18.4' NGVD Coordination With COMM Water,and Shall be in Accordance rev July 2, 1992 * 1 1p to CB M P of /DH With 248 CMR 1.00-7.00&310 CMR 15.00. - - PEMAC so ° \ I 4.A Minimum of 9"of Cover is Required for All Components. PERC TEST: 13,255 B \ ? A 14 z - _ 5.All Structures Buried Three Feet or More or Subject PERFORMED BY:PETER T.MC ENTEE P.E. FEMA Zone I DEL 12 i' wab Flog to Vehicular Traffic to be H-20 Loading.It is the Engineer's SOEL EVALUATOR NO. EL12) ° Top of Coastal Bank - - - ` - - - Pale te- _ Recommendation that H-20 Always be Used A14( WITNESSED BY:DAVE STANTON,R.S.-TOWN OF BARNSTABLE I ( ) - 1 - - - - - �: ? ^its-- - 6.Install Watertight Risers and Covers to Within 6"of Finished Grade APRB,12,2011 ° TCB Town Definition _ _ _ _ On Le bar d rt I - - - - - _ - �-�_, - •"_:- -_:- -- - - -- Over Septic Tank Inlet and Outlet, -Box, d e Leaching an SITE PASSED • - -- -- + - I - _ -'; ,/ - -- _ - - 7.Septic to Installed in Accordance With 310 CMR 15.00& _.---15 _ - __ - _ -= - lam- - _ .� _ 248 CMA 1.00-7.00 Latest Revision and the Town of Barnstable _ -_ _ -- - - and o H � � * _ - - wood - _ -_ _ .- --- _ � _=10 --_ - -`- - ` -- _J � '"`7 .� � � Bo f Health Regulations. 1 _ Deck - _ " '' _ 8.All Piping to be Sch.40 PVC. TEST HOLE- 1 EL.19.7 TEST HOLE-2 EL 19.6 1 �i- - -- f -- - _- _1 - _ _ --_ - -- wood - - - - - ' -�_' ' - -�1 / 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum A LAYIBt IOYR 4/2 A LAYER IOYR a/2 ad - - - _' ` - _ _ _ _ " DARK GRAYISFr BROWN. DARK GRAYISH BROWN ak _ __ - �� * _.. Stairs - _� Sump of 6 . `mod _ - �'� l 10.The Separation Distance Between the Septic Tank Inlets and 1 " SnnrnY IOAM 1 I ^ SANDY LOAM 1 8 - `-=r- 'r Stgw- r B LAYER IOYR 5/9 10 - - - �. __ _ _ _ = Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend YELLOWISH BROWN a Minimum of 10"Below the Flow Line,Outlet Tees Shall Extend 14" LOAMY SAND B LAYER IOYR 5/8 wood t5 _ _ - 1 , r - �- ��' _ - PERC TEST .7 YELLOWISH BROWN Stairs _.._ - Al 4(EL 4 -� Grose Below the Flow Line,and Shall be Equipped With a Gas Baffle. 25 GALLONS GONE IN 4 MIN. LOAMY SAND - �.:-%Beach �_ 5 ^ PERC RATE 4 MIN/IN TAR-0.74 14.9 114.3 i V17(EL16) _ - -,- -- - .-•-_`-'^~""� _ --_ '�' -" - --3- 11.The 2 Compartment Septic Tank Shall be Interconnected by a C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 �� _ - ` ,_ Minimum 4"0 Vented Inverted U-Shaped Pi with a LIGHT REDDISH BROWN WN " LIGHT T REDDDItSHH BROWN �'' � i'� ' i'Goastaj Beach J Gas Baffle on the Outlet. � � Main House Septic See Note 6 (typ.) See Note 6 (typ.) See Note 6 (typ.) TEST HOLE-3 EL 19.9 TEST HOLE 4 EL 19.8 A LAYER 10YR 4/1.' A LAYER IOYR 4/2 DARK GRAYISH BROWN. DARX GRAYISH BROWN. 5-- J^ - F.G. EL. 20.00' t SANDY IAAM IV LeSANDY LOAM 0 _ _ DESIGN DATA S LAYER IOYR 5/8 YELLOWISH BROWN a ^.y_ - - Single Farm Gate House 8l Family: Flow Equilizers LOAMY SAND B LAYER 10YR 5/8 1 _ n d 4 Bedroom(a�110 GPD EL. 17.51 f As Required PERC TEST 15.7 YELLOWISH BROWN "-7 -- SOLA Total Daily Flow-440GPD Installer To 1500 Galion 25 GALLONS GONE IN 4 MIN. LOAMY SAND ��v L with Cut Garb Gtindw Con firm Prior E ' O e a� 2 Com ortment /�n P 17.06 Too EL. 17.00 OL PERC RATE<3 MIN/IN TAR-0.74 4 4" 14 �� ` _ Two C� Tank To Any Work Septic Tank C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 J `a ��U v First Compartment 880 Gallon (See Note 11) 440 Gal D-Box i .40 LIGHT REDDISH BROWN LIGHT REDDISH BROWN c� Second Compartment 440 gallon 880 Gol Min. Min. 1 MEDIUM SAND 8.9 Or MEDIUM SAPID 8. !. 6168 Use a 1500 Gal Septic Tank ` EL. 1 Leaching $ PLAN VIEW \ To Be Installed On f Chamber 9F IiiEF1E� --- 1Q + --- -3'ro� o o LEACHING AREA I Bedding,"T"s, U N y 440 GFD 10.74(LTAR)-595.0. Inspection Port, I :If I"ncnri?tared Rema+re & Repraee Sidewail-2(12.83'+25.0)2'-185.32SF I & Baffels AN UnlUrtotsle SOaI! w,t+i,ri S' of N Boom Ara-(12.83'x25.0)-429.8SF I as Per Title 5 Total Provided -------------------------- 2Q'+ ------------ --- -�II SCALE 1 "=30' Gate House LEACHING CHAMBER .:T. he Out Per+rrretaa of Tf1e System No Groundwater DESIGN DEVELOPED PROFILE OF SYSTEM Per Test Hole 4 New Gate House Dimensions & New ^� AUPipatobe Schedule 40. Use Revision: 211912013 Location of Septic System & Reserve. ° 3-500 Gal.Leaching Chambers in a 12.83'x 33.50'washed Stone Field as Shown NOT TO SCALE Corrections to ;W Revision: 111712013 Perc Test Information Title: PREPARED BY. PREPARED FOR: Notes/Revision: Proposed Improvements CapeSury Sullivan Engineering, Inc. Bannish Robert G. Trust compiled from available record information. 1.) The property line information shown was At 895 Sea View Ave PO Box 659 7 Parker Road Bamstable, Osterville MC*3 S. Osterville, MA 02655 Osterville MA 02655 2.) The topographic information was obtained 1 J (508)428-3344 (508)428-9617 fox (508) 420-3994 / 420-3995fox from on on the ground survey performed on or between 271JUN112 & 23/JUL/12. 0 Field: RRL WHK Review: RLH 30 p 15 30 60 120 3.) The datum used is NGVD '29, a fixed mean � - sea level datum. Date: Comp.: WHK/RRL Proj. # 3200037_Roberts January 10,2012 Scafe:-1 30" Draft: WHK IRRL CTR Drawing/ / 9 # C444_6G1.dwq 7. 1 .Ji i.:ii