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HomeMy WebLinkAbout0867 SEA VIEW AVENUE - Health 867 Seaview Aver; Osterville A= 131-001-001 n 1 i 1 1 ' x ` No t �.,----_' Fee�/�O•�� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Appfifation for 131Sposal *pstrm Construction permit Application for a Permit to Construct X Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot V/ ao/q ✓C. ° Owner's Name,Address,and Tel.No.—iia-V),etW -eaj Os Gr✓,')IC - 40T a 7Q 'hr�s�»p r, 1"r , UaEdccZx�s ��'i9 rne�U Assessor's Map/Parcel 1/3 pa�leel QQ/ —©e If 13MtrA /U,., Oai 9 Inst�iler's ame,Addres%and Tel.No. ;S" Designer's Name,Address,and Tel.No. XGI� Ca�sf; StAl1jVR�h �hJ�-�'r)ePr�' ��1� Type of Building: �7 '` Dwelling No.of Bedrooms / Lot Size _`�3, 6� / sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 770 gpd Design flow provided 7f 7 gpd Plan Date_.Dee erpb r /5 c?0/I Number of sheets / Revision Date Title s�� p1Q/h YD - L r►'1,�/�p��°/l� Size of Septic Tank c��00 Q//()L e63� r�e of S.A.S. lfthi— �n 1,o"J�� Ql�l�. ,¢ P-04 Description of SoilTFs-t l �S� CQ�r r0 j�� s-y A la ey r ioHr..;7/a Very d4rk bffa cial/te 1C." 7-/ 7-# 61 I4-�it r IS" 2 -'5:/6 i s�rov ,dui 4(�re sJ, d " el Y.< -Ifl ei//w dh b, sj'/J y.sa�,G Na ure o epairs orAl er t,n� swerwhe� pp icab e) br0w� eQxTte , na 9rvu P�'►�Ullh�e-I e� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H th. Si ed Date Application Approved by Date 3 o 1 Z. Application Disapproved b Date for the following reasons Permit No. Z©t O�{ Date Issued 3 2-0 1 Z_ TOWN OF BARNSTABLE LOCATION EWAGE# .24 1a — G VILLAGE i/i e—ASSESSOR'S MAP&PARCEL w INSTALLER'S NAME&PHONE NO. 1 SEPTIC TANK CAPACITY ,$®0 j LEACHING FACILITY:(type)' oe (size) NO.OF BEDROOMS OWNER p r 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 Aity{If any wetlands exist within 300 feet of leaching facilii6 Feet D BY FURNISI IE l9p. y . %•.�i - �� '•�»-a,�*=..�..�--•-..+--'w,ar.•..w,w...,x�.>.a;.=..a*a::x.n.wt.F:,..;.mw*�61,;*;.-. — - T .�- "qe, .� ,-�M.h......�.rrn---^'-�..�...-.. .d"'{ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: "' _ Yes PUBLIC HEALTH DIVISION - TOW-+I� O�'BARNSTABLE, MASSACHUSETTS. ftplitation for DiQtlO-far �pstem Construction permit Application for a Permit to Construct X Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �/C4 Owner's Name,Address and Tel No I 11 kela�{L 7- Kw ,")bra - kar .2 7Q ca> r i'u7Vrh44i T"o iW�'u -cki�Es &1- 9 l/�'GInvA►t) c . Assessor's Map/Parcel ft)ao !� / /'el 04/ -40 �' C S7`U�'1 W ad/q f Irist lie 's Na, a Ad�diesss and Tel.No. - Designer's Name,Address,and Tel.No. Type of Building: >, � Dwelling No.of'Bedrooms 7 Lot Size '7 3,, 6sq.ft. Garbage Grinder(k/) Other Type of Building ` No.of Persons Showers( ) Cafeteria( ) - Other Fixtures Design Flow(min.required) gpd Design flow provided 79 7 gpd Dea P►'i'J'bG r /�,�Q/1 Number of sheets '9 114, Plan Date •� tl' Revision Date Title sly k Plat) r/tp C4 ..K mp!reme fi,45{ ""/ N�� Size of Septic Tank d5oo90en d 66W //1WI'ype of S.A.S. le t%///�1 U/O"d*5 /® - n44/lr,ehem)x.t � Description of Soil Tr%-t hwe_ � 1-'_3 i10 cr 5 r d-5/ x �d l j h bro Ev) o n ics a. 3_7„ A Awet /UH✓ /d"iYe.ry,40044 w,0 ,ctn,iLe sand 7A 61 Wjrr J,S"rM 14 i3r s 'tea bran eoI'SD sandw'� i � c ls/ )J J1� G '' 81/ >= d0Y4 s/4 >°//11v46 ba ,s,1,�y�r�.G r ,.. T/ G "y' !t� / w h c /nu, /jv yrou luvzT e/1 v "ZeAo jA Nature o epairs or Alterations(Answer when` pplicab e) Date last inspected: Agreement: w ` The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system°in operation until a Certificate of Compliance has been issued by this Board of H t 01 Date Application Approved by Date 311 !� 20 1z Application Disapproved by �».. Date •,1 for the following reasons Permit No. Z D t 7- O ��`� Date Issued a THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance , THIS IS TO CERTIFY,that the On-site S wage D7posal system Constructed(X) Repaired( ) Upgraded( ) ,Abandoned( )by L. y f ``'" `s flat 9/0/ .S^( V 1 C° V A 1/C; 0S#,(_Y)�)e has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Zo1 Z- 4 yq dated 3 I Z Z Installer +-y V h- � �, Designer —)/// y� #bedrooms ! !p Approved design flow_ 97-7 p gpd The issuance of this pe77, hall not be construed as a guarantee that the system will function—as •e`signed. _ Date i�1 , «,: Inspector - _ b s _ - - -----No. z.01L--0y9 ---- -------- --- --=----------- -- '----------- --------------- -----------Fee-��5'a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS ]Disposal *pstem (,Construction Vermit } Permission is hereby granted to Construct(A Repair( ) Upgrade( ) t Abandon e ( ) System located at of e a V/� �% �" t�� Y) and ag described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with ,I 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 3 ( � 2 0 1�2- Approved by � l - Jan 17 13 02:34p p,2 Town bf Barnstable $ ' Regulatory Services t Thomas F. Geifer,DireClOr Public fleal'tb Dfl����tD� Thomas McKean,Director 200 Main Street,Hyannis,!�'.02601 Of>X--:508.862.4644 'Fax:508_11 0 I tallier'. i nex Cca of ti®n:Form I3atea✓ f�_ f -_Sewage e'er i##I ���1 Assessaa's 1�apTgtrcel OC'j r Designer. ��vc,c, �nr+�0eo'�.-. Address:? _ S� - C7i1Z�s�` Address**_&� __��u'� On _ yf y` I,°/? t!'.t)U/�.,,was issued a pernnit to insta (d2�te) (Installer) septic system at r`1,� L''r� i`r1�'` used on a dea.ig,a dray ��' fi1.1r�V111Y �� 1ti� (address) dated I certify:tit the septic, system referenced above was installed substan iaily according to the desfign,which may include minor approved climes such lateral relocation of the distribution box andlor septic tangy:. I certify that the septic system referenced above was inst Lied Mth major t rages -— (i.e.greaten than 10' lateral relocation of the SAS or am .,er ical relocstio: fcry. eomponert of the septic system)but.in accord=ce with 15,tate& o. W . „ Regulations. Plan revision or certified as-built b designs:'to fallow_ NO.2 ® CMS pesigner's Signature) (Affix Designs _...__.._.__..._ LE I Y1G` i Ft➢�, NSA' 1 E) JBI.FC .TAT)€It LEYM LATE F., . CoMpLIAINC'L WILL:'q01'BE ISSUED UNM )�BOTH T FORM AND AS-BtMT t RD RrC1;I' D BY THE BARNSTA13LE PUBLIC HE:4LTH IIDrVISI'oN. THANX YOU. Q:Hea3th/Se iclD Baer Catiacation Form 3-26-04.doc Temra&felEdit Page 1 of 1 ( ,.-'� i - ' �i����.+���.lT f/ �,/ .___+4•+''"fir-`-(: ... i Logged In As: Monday;April 2 2012 Frank Schlegel TN-e Pa race I; . Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 113 001 001 I . Street Number: 867 _— Unit: __._.J Dev Lot: Road Name: 1SEAVIEWAVENUE Sec. Road: — -— --�_ T/R. ED . villlage: 05-Osterville rd Part of M/P: Map 113-001 (DEV LOT 278/279) Plan Ref: LC 2664-137 Date Added: 4/2/2012 10:08:40 AM Updated: 4/2/2012 10:08:40 AM http://issgl2/intranet/propdata/TempParcelEdit.aspx?ID=Add 4/2/2012 NEW' GUEST HOUSE - - - - 861 SEA VIEW AVENUE' `OSTERVILLE NIA - a GENERAL EN RAL.N.Oe.S --_ _—_ _ —_ _ ___— _ — — __—_ ___ — __ N .i. ` ILAEFF C ARCHITECTURE RE+DESIGN - 10 IL I D I a — r x i _ ♦ I , 01I10 I � I ' � I ` FIRST FLOOR PLAN _ A1 . 1 FIRST FLOOR PLAN NEW �. GUEST HOUSE A� - - - 881 SEA VIEW AVENUE. yam,- . GENERAL NOTES: / O no ---.- 1 o - j ' I I I ARCHITECTURE+bESIGN 1 '11 o 1 - 1 LLfi 1 � II L _\ . I _ �O O _ —� 1- I I I cr nuMeen 1 — i� II —ilf_�__=—iL� I - onnwr.ev.ou 4M.oro —yl n fl ji II TITLE:l I �. FLOOR n n - SEOONO PLAN �i I A1 .2 SECOND FLOOR PLAN 11 1-0 ' e Health Master Detail Page 1 of 1 a Logged In As: TOWNyhealth Health Master Detail Tuesday,August 28 2012 Application Center Parcel Lookup Selection Items Parcel I Septic I Perc I Well I Fuel Tank Pa n:861 ERVILLE Owner:CHRISTOPHER,MARK M TR Sep hangeshave been saved. — _ .. — ---.._......_. .._.....__...._........ ---- - — Septic 4,Guest Hse# Septic 3,Main Hse#861 Ne Septic... I 011 427 Permit type. New Construction I(= Complete system: r —— --- '' Issue date : 12/15/2011 (N-A Complete date F77777 j r;,'s Septic tank size:13000 Type/Size of SAS: 12-500 Gallon Chambers --- Installer: Select Installer iC= Card on file F. I/A service type: Innovative/Alternative Technology type: Select IA type Ii� Variance date : j Abandon complete date F Abandon permit number: —� Repair deadline date : Repair notification date Keyword: Main Hse#861 Comments: Demo+Rebuilt Home.9 bdrm. Installer to sign&fill out ermit See Parce� 3 Delete Septic ., .... I E Inspection 7/1/2011 - New Inspection... i Number Inspection Date Inspector Result ! t 6746 1 17/1/2011 1 Caper Richard M Capewlde Enterprises F(Fail) I --------------- I The following condition(s)are occurring: k G discharge or ponding of effluent to the surface of the ground r' pumping more than 4 times during the last year NOT due to clogged or obstructed pipe t I backup of sewage into facility or system component due town overloaded or clogged SAS or cesspool 1 I I static liquid.level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool L any portion of the SAS,cesspool,or privy below high groundwater elevation £ r any portion of the cesspool within a Zone 1 to a public well r any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis Received Date Comments 1/19/2012 Main House#861 Overflow cesspool showed signs of hydraulic failure star ! -.Delete Inspection Save Se'tic Chan s �e _ I , "Return to Looku r P i i I 1 f ` http://issgl2/Intranet/HealthMaster/HealthMasterDetail.aspx?ID=l 13001 8/28/2012 J r No. - -- - -- ` Fee-- ---------------- BOARD OF HEALTH TOWN[ OF BARNSTABLE ,. 01pplicationlorVer[ Congtruct ion Permit Oil 1,14 Application is reby de for a ermit to Construct ( , Alter ( ), or Repair ( )an individual ell,at: 001 Location.— Address Assessors Map and Parcel Ow er Address Installer — Driller Address Type of Buil ing Dwelling._-�-- - -- - --- -_ Other - Type of Building-=—_--_--____ No. of Persons-- _--__.__--_ Type of Well _ Capacity-----_----_—___--_____—_ Purpose of Well 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 Complian as-been issued by the Board of Health r-�------- date Application Approved By _ __ � date Application Disapproved for the following reasons:— '. _-4WO-date —�date ---- �6 Permit No. a — -Issued— BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS TO CERTIFY, That th Individual Well Constructed �tered ( ), or Repaired ( ) ''. � instailer to at_ Jd/ �lJ ----—— -- - --- ------- -- ---- ---- -has been installed in accordance with the provisions of the Town of Barnstable Board of Health PNed Well Protection Regulation as described in the application for Well Construction Permit No. -V ----_----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE—fs ____ - Inspector---------_-_- _l __ / No. s. � °; � Fee------------------- �BOAR,'D OF HEALTH TOWN OF BARNSTABLE ZIppr%cation-for Wdl Congtrurtionpermit Application is ereb de for a ermit to Construct ( , Alter( ), or Repair ( )an individual Well a' t: Location — Address � . Assessors Map and Parcel ` — ' — ---------- ---- -- \ Ow er Address Installer — Driller Address Type of Building Dwelling--_------_ ' Other = Type of Building==----_—____— No. of Persons---.— Type of Well ---- Purpose of Well... � 'i ?-----_— 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 Signe � - �-�--- ----- 4 - - -- 4 J j-/1�11- date Application Approved By 2 f -- -- date Application Disapproved for the following reasons: , --------------- ___,_— —__ _—date --_--- ® ..,. Permit No. —_— Issued -- --___--_- -------- date ------- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate Of Comphance THIS,IS TO CERTIFY,-That th Individual Well Constructed Altered ( ), or Repaired ( ) by-, -. > P� `� / Installer 0 at-__ has been installed in accordance with the provisions of the Town of Barnstable Board of Healt Well Protection Regulation as described in the application for Well Construction Permit No.lvupr-r�---]Pated---- -------- r , 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 VIM Congtruct ion Vermit �.- �� No. "---tom----«// (/ l Fee Permission is reb ranted -- Y g , G1 to Const• ie/ to ) or Re�a�'r.( ) n dividua ,W j as shown on the,/Aplicat' n for onstruction Permit No.- ----- Dated--- __ ,a', — - --------------------- -K , ------------------- Board77 of Health DATE • TOWN OF BARNSTABLE qL UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS �D ASSESSORS MAP N0. 0 t�/j� PARCEL NO. � ADDRESS; g-7 8 S E_A y \£w Ali� .4 VILLAGE' Q STE RV 1 ALE NAME'._ 1�RS G- r>RC-�tH S Pf-0 LtN-yAAyc.2 CONTACT PERSON ,Sc)r13 PHONE NUMBER ']yq- S000 LOCATION OF TANKS: CAPACITY* TYPE OF FUEL. AGE:. TYPE: LEAK OR CHEMICAL: DETECTION _ U Q ZJ Cc(2 IJR\y E w_AY 6y GARA&E 1000 C15 ASOLi o G 01\5 K V Y` SYSTEM' gY NouSE To LEFT 000 .4 #Z�\OmE KEAZ1k* {Iq(o8 Vt.)K __- -- -_ -- To 21(.K7 of NOUSC- 1000 C-s Z�-kgmg "Effilmo CA kD DATE OF PURCHASE OF EACH: 1. UNK 2. ��. 19(0$ 3. 4. 5. DATE OF; FIRE DEPARTMENT PERMIT: 9$(] LAST ?_£cORDCD wFO - Uuk A(TE ,yk)K TYPE . ' ►q-(C6 - JOCC)C-3 a Z FUEL- OIL TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS - E1''s1PTy RED k)o L_C)OGE2 USED FoR CLOSC TO ourz `ICAR . PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD. s89 in oo oo. r - - S4 #3 a 82� R.3? SEAV ICU) ?8p p° nj °p Ir. 9�y ^V .� O Op r CID B78Cb - R' 866.60 i \ O+ N. Separate cerp ii�dtes of tjtle may be /5's eta Copy of part of plan A A for .lots .1.,..1......_and_._ .......... os shown hereon`-,..-,,. rW By the Court LAND RE61STRATION OFFICE :.. ,�._. — JUNE 19. 1945. �•••••0•••••••� Scale of this plan 120 feet to an inch ..611NF....1.9.1945. Rocorder. C B llumphrcy. Cnginrer for Court .• . O OO Spencer Press 90 Industrial Park Road May 9, 1988 Hingham, Massachusetts 02043 Telephone (617) 749-5000 Town of Barnstable Board of Health 367 Main Street Hyannis, Massachusetts 02601 Attention: Mr. Thomas A. McKean, Acting Director of Public Health Re: Underground Tank Storage at 826 and 878 Sea View Avenue, Osterville. Dear Mr. McKean: - Enclosed please find the registration card for 826 and 878 Sea View Avenue, Osterville. In my conversations with the Fire Department, accurate records of tanks do not exist for the two tanks located at 878 Sea View. In 1980 , the Chief of Department noted the tanks did exist but were of an unknown size and age. This was done by an onsite inspection. The only Fire Department record for this property is the 1980 note. The owner of the property informs me that the original heating system for the house was coal. This was converted to oil heat during the first" year of year round occupancy sometime in 1968. The gasoline tank is no longer in use and is located under the driveway. It was emptied and has remained so for the last year. The property of 826 Sea View had a one thousand gallon tank put in in 1978 according to Fire Department records. This was for home heating. I will include the following information on the two properties as they may help identify the assesors map number or the parcel number. 826 Sea View Avenue R 114.001 Land Registration Certification #55886 lot 5A 878 Sea View Avenue RD 90002 Land Registration Certification #C31595 lot lA and 1B. If you have any questions. Please feel free to call me. Sincerely, Robert J. Olsson Safety Engineer RJO:dm/9528S Vent -final Locatation to be Determined at Time of installation so as to be as Inconspicuous as Possible /-see Note a (t)p.) f FG, EL 20.0 OVERLAY DISTRICT: EL 18.25 Flow Equdizesa AP - Aquifer Protection District Installer To f As ReWkvd q �. conorm Prior To Any work 2500 Galion ,.• 2 Comp ortmen 5 TOO EL !7� septic ank D 20 FLOOD ZONE: EL "a'ag To Be Zone C & V11(EL 16) L MstaNed On � �I Chomba - a s miler a ass Bedding,'T's, ^»" a? I ;: Community Pane! No. #250001 0018 D Infection Port, n _. . .• a.P�°NTit"►e 5 _ y u :: wf� July 2, 1992 ✓a-:saw..^-• .... •�ter•»:cc.....-^�µ� N - Q,; No Groundwater estHt& LONER DEVELOPED PROFILE OF LOT 278 SYSTEM PerTest Nae 4 APpox. Groundwater FN/F CIS & pawn RF-1 NOT TO SCALE Per ros. Maps Bernard Saul �011 '44OW Area (min.) 87,120 SF (RPOD) C171062 Fronts a (min) 20 4' Width fmin) 125' , N/F Tr 1�•2 Setbacks Elie C1 t o71 Fron t 30 L07 278 DESIGN DATA Side 15' t Singe Family 1 Rear 15' 7 Bedrooms WITH CWtage®®" LOCATION MAP: Total Daily Flow-770 GPD ' � e � � TANK SIZE Wide publit°\Way� Scale: 1" = 2000't 2C ttmeutTank Re PDx _ - V1ew � ,� ASSESSORS REF.: lac Coatparmtent-77o GPD x 2009e-1,540 Gal �..• 2nd compartment 770 GPD x 100%-770 Gal 1 sea Edge of Pov 5Q,Q2 u�2,sR Gal-2i'3ompa�ntTan>< j h e Pay a� Ros Fence ' ( t Map 113, Parcel 001 LEACHNG AREA ` 1 h N80 �26 E 770 GPD,/0.74(LTAR)x 150%(Grinder)-1,561 SF a Required Sidewall-2(12=10"+93'9-423 SF Bottom Area-(12'-10"x 931-1,193 SF Mar 2 \ Provided-1,616 SF \ ' r LEACHING CHA MER DESIGN sFns�H 18 l ' ( " SEPTIC NOTES All Pipes to be Schedule 40. Use 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 10-M Gal.Leaching Chambers in PRO• / / / Prim to Any Excavadon 12-ir x 93'Double'Washed.Stone Fields as Shown. NT the For This Project the Contractor Shall Melee -888-344-7233). Lot 278 (/ ( / , 2.The Contractor is RequaW Dig gSeem Sde('A to Permits From Town Agencies For Construction Defined by This Plan. 43,561 tSF l ( N 3.Wherever Sewer Lines Mast Cross Water Supply Lacs Both Linea Shall R 4 Be Constructed of Class 150 Pr�are Pipe and Shall be WalerTastedto m TBM B EI=22. NGVD l n � ` � e Assure watasligbmess.1n Genaal,Water Linn Shad be Consfnrctbd is nl to be set in 6" oak C°mdi�on with COMM watw,and sneer b°in Ac�daaoo (Elevation is so a as l t, , C7 with 248 CMR 1.00-7.00 8t 310 CMR 15.00. 2nd step of ex! ing O 4.A Minimum of 9"of Cover is Required far All Componaft main staircose. � ` 0 v� S.All Structures Buried Three Feet or More or ect O to Vehicular Trdlic to be H 2O Loading.It is die Engineees on H-20 Always PERC TEST: 13,472 1 v ` 6.Insmit�Watafiglu:RRiimsand Itow�n6"ofFinishedGrade • ' { l t Over Septic Teak Inlets and outlets,D•Box,and 2 Lea�g Chambers PERFORMED BY:PETER SULLIVAN,PE-SULLIVAN ENGINEERINO ! Approx. m O Per Fetid. SOIL EVALUATORNO.2376 °' , , 7.Septic System to be Installed in Aaordanoe With 310 CMR 15.00 8c x � teO,y ' 1 0 248 CMR 1.00-7.00 Latest Revision and the Town ofBanutable WITNESSED BY:DONALD DESMARIS,R.S.-TOWN OF BARNSTABLE c NOVEMBER 18,2011 { � 1 � Board in to belth Regulations 8.All Piping to be Sch.40 PVC. TEST HOLE-I EL.20.0 ^ Tree c 9.Lot 278:Septic Talc Shall be a 2,500 Gallon,with 2 Compartments. O ih The First Compartment ant Shall Have a Vohrme ofNotLess Than g' ` / 0 \ 1940, Gallons and the Second ofNot Lam then 770 Gallons. '•Qt'�` :f:'::::..... $ _ - 70 ' 1 The Compartments Sballbe h taro row tad by a Minimuma"0 " ::#►i} ')�' 1)45 ::.::_ tun tW ♦ Vented Inverted U-Shaped Pipe. ::::::::::::t9.8 tt► , 1 ............ ..:'. f Lot 279.Septic Tack Shalt be a 3,000 Gallen,with 2 Compartreats. --..... The First Compartment Shall Have a Vobrme ofNot Less Than . :.:...... / 1,980 Gallons and the Second ofNot Lem dean 990 Gallons. . ::::::::: SAN1I:. . . ::::19.4 / : .A f?1C ;�/6;•; The Compartments Shalt be Interconnected by a Minimum 4"0 ........'_. .1 � Vented Instated U-Shaped Pgre. e 10.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum coAaesB �vi s11 . :.1s 6 12 MiN. : a3•L•-L'A'�'IOY1CSf6'::.:::�:: � ir1 Sumpof6". YBfIAAtiSH...........: :. . � Lawn � m � 11.The Sees IA=Distance Between the Septic Tank Inlets and :::.SILTSSiSND::.....•....: 27.8 �j Outlets Shah be No Iasi than the Liquid DgMh IatetTees Shall Extend J .:.•:C LAYER lOYR 6/4 iJ O 0 a Mmirmmn of 10"Below the Flow Lana Outlet Teas Shall Extend 14" A Below the Flow Lime,and Shall be Equipad With Gas Bates. - LdGHTYE[d.OWiSHBROWN N ..-. RSE SAND NOGROUND ATERENOOUNTERED 9s I OPOSED SEPnK r.LUNG TAN TEST HOLE-2 p EL. 225 ( / /r' EL 20.0 / f• F 22- TH-2 / ............ YEttttza:::::::::. T. 9.7 14 -A SA13I7..':.:':::::192 B�•LASFFRT;S 'S/t►'::::::::. X7 W -1 1 fiMsh Grade ............STRONTCi�R�6*WN':......... �j C l ........... 3'Max CiaA1iS8 SA1�3$i/SOS SST•'::. rt S tv \ g� M COm anted fFl Filter BZAYR i7tt n 20 t / Fabric .......................................... ::•:::::::.• . . . xiv::::. ::. (A y,� sty TH-4 ::SiCTl"31itND:::::r' ..: T to to< tln9 / And/Or 1�._ 1�2• C LAYER.I0YR 64' IV= m Ho t' • Pea stone LIGHTBROWN ?o A B V Tree , 3/4'- 1 1/2- j LEACHING Double Washed 2dr N TH-3 , \ �. `� o o CHAMBER stone 25 GALLONS IN<15 MIN , p 1 0" PERC RATS<2 M EAN(LTAR-0.74) t1 Lawn ` Q '•_• ` // /� m G5 cj 4•- 10' NOGROUND ATERENCOUNTERED a \` N� 502 ' `' `' / / j 1�T1 *D r f2'_ 10" \ IN. Lo 79 TEST HOLE-3 _ CROSS SECTION OF CHAMBER EL 20.0 7H-1 105,820fSF ( 43fAC) l o •°f `"=. •=' `'' to Bottom of Coa al Bank t 2 t� NOT TO SCALE 4 t : :�1 : 19.7 0 •� O 01 c o ° ��-' �' - - - - ' •�, \�. �. PERC TEST: 13,473 .� - s' TH-4 LOT 279 DESIGN DATA .. ...... .. 1 CR�AF,SSBAIVD�4►/ 86."F:::.1 7 +y O PERFORMED BY:PETER SULLIVAN,PE-SULLIVAN ENGINBERM 82fiAC�OY� '� 4 ........:.. .......... 10 S t Lown ''•.. �. Srogle FamrTy .... Yasr�n�:::::. MIN. ... .......... SOIL EVAI.iJATORNO.2376 9 Bedrooms 11ri GPD t ggp BY:DONALa)DBSMARIS,R.S.-TOWN OF BARNSTABLE ::3tLTaCS15ND'::::^:: :r::'r i 8 '� G�D�F, WITH Garbage Grinder .:.:::C LAYER 10YR6/4 ° + Total Dar'ly Flow-990 GPD NOVEMBBR 18,2011 LIGHI`YELLOWISH BROWN F'�y� ,y - ' 00 1 0" COARSE SAND .2 Lawn �� TANK SIZE TEST HOLE-1 EL.X0 NO GROUNDWATER ENCOUNTERED V : nPoat 2 Compartment Tank Required. G Iot Compartment-990 GPD x 200%-1,980 Gal TEST HOLE-4 "Op 0 a' rt 2nd C -990 GPD x 100%-990 Gat "-: 9 8 EL~20 O g Taal 2 70GallDna i. bF 9 ° tea, .y ` flXp 'P►'�F1::::::::: Use a 3,000 Gal-2 Compartment Took ... ..... 19.4 LEACHING AREA '•=B1-LA�i Fdt 7 ........... ` 'ts` -� _ -., _ p 990 GPD 10.74(LTAR)x 1509ti(Grinder)•2,006 SF '•':'CL�i3S'S,1UQL1W/SOD3ESIF�T•=':•18.6 I , 4 ZD--� n 3 RequiredLAY$R;30YRS..•......•......... .......... ......... �...... ............ , a > sidewall-2(12:10"+s792'-279 SF ......... OVf1LSH'BR�OA9N•'::::•�:. ......: .............. 17.8 SIRONGSR&LWN. ::::::::: $ -,,/2 x O BottomArea-(i2=10"x s77.731 SF SIC17C SItiIVD- ::::: t R : ODAtbSB8A1VD�1%rS�I Sly:::: G 0 O Provided-1010 SF each C LAYER,IOYR file . Total-2 x 1010 SF- 020 SF LIGHT YELLOWISH BROWN - 1............................... �•- �,-„_ t C�Ly rn 2' I R COARSE SAND g ..... ? .. s n 28 : zzTlislvaal:::::.::::::: 177 s'"O ti°ROpO 1' LEACHNG CHAMBER DESIGN NO GROUNDWATER ENCOUNTERED :.0 LAYER IM 6/4 v �� 1�1 [[SNP; Tp 1R0QF All Pipes to be ScloWule 40.Use LIGHT YELLOWISH BROWN ESAND ' ' Q�Oy�� h .�O E�. 2 Fieidsw/&SOD Gal.Leaching ambers is TEST HOLE-2 EL 20.0 Q00 �• 12=10 x 5T Double Wasbed Stone Fields as Shown. R � 25 GALPERCTW Loxs IN<1s MIN ...........o�Yt�It�Rz:�r�':•:::•::.: 134R PERC RATE<2 MDVIN(LTAR-0.74) 8.8 NO GROUND A ENCOUNTERED 4 19.T • ':' L�11X 1.. v'Il�.. ......., :::;. AIISE•SANII::: •:::•.'. SITE PASSED = '• 1 s :B 1.s�ASF.... 51..... � .. ::-S13ii}NG$R41Wl+t':::: :::: 0 8A1GI3 AV/EOM$SST:::.18.3 Gt TG 4 R K MIT SIi'SRA7... ....... ........ .. 2 sty N ......... Y�rxJo / C A BANK 2 •:• ::STLT7G'Spi1+TD.:::•: • ::• 17.T EXsOng �wetlin9 ED 0�COASY L 8 CLAYER,rOW /4 wE pEMOUSN 1 Q1' PR FEMA Flood Zone Line LaGHTCOARSE SAND YELLOWISH BROWN o NU TO BE SET // As Per FlRM Pone! 24 P R 250001 0018 D 25 GALLONS IN<is MEN re pC7 \ Lawn rev July 2, 1992 �� 130" PERC RATE<2Mi M(LTAR-0.74) 9.2 NO GROUNDWATERENCOIINTERED 2 -�, TEST HOLE-3 EL-20.0 \ Mil► M "A" El 22.87' NGVD � � 1- ' 3XpAIt::::::::: c� p i00t' '�s� •�................ 76M E1=18.5 NGVD ......... t9.3-0 ni set in 6 pine :: : ::: tv (Elevation is same as l8 , \\ ! top of CB/DH .... .A3 t h;::::::::: i .....:STtlialJCiBRG1W ::::::::: 2nd step of existing .. \ g ' 1 " : ::c it.SBSAIQEiA►/St>i il.T::::187 main staircase.) .�� \ :• 1•El...... YtC5/6-;•:;._:;;: /,•....... ( I ..........7fOWiSH;BRGi1!N::::::::. .................. 1 \ // Fnd 2 ::.gg1LTX 33i1V1):::::::::::r:17.9 Top of Coastal Bank (Town Definition) \ CLAYERI0YR6/4 /" \ _ .-/ ; �15�- LIGHT YELLOWISH BROWN / . \ �•`f 130" COARSE SAND 9.2 Wooded Area 50f ^� .-- -`, r- P NO GROUNDWATER ENCOUNTERED / �N,n-Edge....•• Wood ` ..�••-- /• ..� ''-��...-• .•,� !• .�' - •"'Q..-- \\ 1 / -• -' -- ..- ,,•. -•• ..i.� TEST HOLE-4 EL.zoo Rf)WB::...... 9.8 LEGEND: _ - f -- Sty wl ,.-� _ .-- .........._• ARSBSA14yf:' ......... 192 Find "J,J ,- -- ` % - _ - ._ l�` \ -i� ..... �-5rt......::.. .......... Wow y r. ..'•_'..• "' .� .......S1......i�R41WN••:. :::::: ............ .. ................... .................... 2 '' .-- ` ,` ..•• '� ' R .........................................COARSBSAlVB W/SOMlISB.T• Cedar Tree ..� .,.- (� ...; Stairs ,•,. -•-•,,,,,.....•• �„� �-- •,�. .-/ �.. \ �. J / •' --- o r ......................................ai0Y5 T ' A1.N C, " /• /l '� / / / / ..- -� ` _.-•- ' /�„ s- "` /'• �_.dP°�� ' J.- "� 28" ®- 17-7 Holly Tree p i !r I r ! �.►� / J / - ' J yi ,,R••••• �M gokho0o R�o�y.c n'° ' y r -- LIGIiTYELLOCIAYERIWISFI$ROWN Y i -.• COARSE SAND 24" PM 25 GALLONS E<25 MIN ST • / 111V _ _ ^' - / •r' ... �� 134" PERC RATB<2MSIN ISMIN 0.74) 8.8 ••.. o 0 NOG ATERENCOUNTBRED t� Deciduous Tree `1=i /�`� y.. '-- a a°°°BuN�eod R�o� .- / Beech i `- i ..- a a° ° coo J SITE PASSED "' -.'' i Edge - '•"•. Coniferous Tree y Ba0 •-"' ' .� - i nd so� Vent - Finai Locatation to be LCB Lond Court Bound -" a Determined at Time of installation so - _ "' i � as to be as Inconspicuous as Possible El CB/DH Concrete Bound w/drillhole f O SB/DH Stone Bound w/drillhole - Nantu -0 Guy Anchor .. �' / see Note 6(t)p.) -C} Utility Pole 21 st f c. EL 20.0 Hydrant -- EL. 19.25 Flow Equeisers CD Hose Bib installer To f As Required Y Prior rTo Any 3000 Gallon Light Post Elector Required 2 compartment 5 Too EL. 17.00 ® EL Water Gate (round) ' ° a Bedroom saptra� D�-e Eli ti.� N-20 Leaching OHW- Overhead Wires �_, '�� •� To Be Installed � / Chamber -- 25--- Elevation Contour SM WAR momb'fo-6T�pae use _ E Underground Utility Line No. 29733 Badding,'r., €ems as Per T+de 5 :• #P • _ :... »lei.:... N EL Ba No Groundwater DEVELOPED PROFILE OF LOT 279 SYSTEM Per Test Nee 4 EL 2 Appox Groundwater NOT TO SCALE Per ro<B. Map. REVISION: Add Lot 278 & Show WayDATE: 02 16 12 TITLE: Site plan PREPARED BY- PREPARED FOR: NOTES: Proposed Insnrovements Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was z p �`'' g g, An(, rew � M/Che'IIwe Feinberg compiled from available record information. rVI A/I } PO Box 659 7 Parker Road y t Osterville, MA 02655 Osterville MA 02655 2.) The topographic information was obtained ��'� Sea ��e1/11 aale (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fox from an on the ground survey performed on YY A V copesurv@capecod.net or between 061JUNIl l & 12/JUL/11. Barnstable (Osterville) MaSS. 3.) The datum used is NGI/D '29, a fixed mean O Draft: JOD Field: WHK/MLL 30 0 15 30 60 120 sea level datum. DATE SCALE: r� Review: PS Comp.: WHK RRL December 15,. 2011 114 = 30 Project: 31021 project: C444 1 1 4,KA g�j Vent - Final Loeatation to be Determined at Time of Installation so as to be as Inconspicuous as Possible See Note 6 (t.W.) F.G. EL 20.Ot OVERLAY DISTRICT: F.G. EL 20.0 ",,6", Flaw Equirzers AP - Aquifer Protection District EL 18.25 Installer To f As Required Confirm Prior To Any Work E 2500 Gallon � l 2 Compartment 17.75 Tap EL 17.00e H=20 EL 1-20 Septic Tank -Box ep EL H-20 FLOOD ZONE. To Be Installed On r § z I Leaching r z r Zone C & V11(EL16) �x � � � � '�•�,� Stable compactedaso _ Community Pane( No. } R 2 ' Beddin ,'rs, .a 4 ''`taut: i;�iit:;•i:;�)is5innnnn:�n;}iEtt•;innn;E�nn�:�t Inspection Port, ��`.t:i�t,CatHY�tCIt���C�:�SP...------._ #250001 0018 D............ ......... ........ &'Baffe13 ::....�_un�{awn.¢:• as Per Title 5 iRt:::lati#iiFt i SX{ July 2, 1992 Y � a a . lV s O. No Groundwater DEVELOPED PROFILE OF LOT 278 SYSTEM Per Test Hale 4 ZONE: r .� •� Appox. Groundwater N/F wn RF-1 ' t r NOT TO SCALE p d Francis & p° y �' � a Per T.O.B. Ma a iS gernar Saul p72'44"w Area (min.) 87,120 SF (RPOD) C171 p62 s$ Fron to e (m in) 20' �k� FMAXWAgi Width (min) 125' F 152.24' ' NI eld Tr Setbacks: h n Ellen C W 71 Fron t 30' L07 278 DESIGN DATA C1860 Side 15' F r Single Family Rear 15' 7 Bedrooms g 110 GPD � LOCATION MAP: WITH Garbage Grinder TM' Total Daily Flow=770 GPD we TANK SIZE Way) ' Scale: 1" = 2000't 2 Compartment Tank Required l �, Wi a 2 P u b I I � 1st Compartment=770 GPD x 200%=1,54o Gal 1 view en t , 2nd Compartment=770 GPD x100%=770Gal Edg _ ,02 ASSESSORS REF., e a{ PavemTotal Required=2,310Gallons Map 113, Parcel 001 ' sea & Roil Fence Use a 2,500 Gal-2 Compartment Tank h Post f LEACHING AREA i ,- i h N80'09'26„E t1 1 r y 770 GPD/0.74(LTAR)x 150%(Grinder)=1,561 SF h 150.00, j E 4 Required >_ 'Fn k Sidewall=202'-10"+931)2'=423 SF Pillar t Bottom Area=(12'-10"x 93D=1,193 SF 2 x2, \ i Provided=1,616 SF SB/L1H ImT1 4` 1 LEACHING CHAMBER DESIGN Fnd 1S I 1 n SEPTIC NOTES All Pipes to be Schedule 40. Use 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 10-500 Gal.Leading Chambers in p�t0• { / ! Prior to Any Excavation For This Project the Contractor Shall Make IT-10 x 93'Double Washed Stone Fields as Shown. T / r the Required Notification to Dig Safe(1-888-344-7233). Lot 278 vEN t / } 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. 561 f SF 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 8M "B" E1=22. 7' NGVD 1 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to � t 4 n Assure Watertightness. In General,Water Lines Shall be Constructed in n a be set in 16" oak Coordination With COMM Water,and Shall be in Accordance (El a On is some as C-)�, With 248 CUR 1.00-7.00&310 CMR 15.00. -� O1 2nd Ste f existing O ,' 4.A Minimum of 9"of Cover is Required for All Components. m ain s tair C e.) c0 a % 5.All Structures Buried Three Feet or More or Subject 1 to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. PERC TEST: 13,472 , (" 6.Install Watertight Risers and Covers to Within 6"of Finished Grade t �D Over Septic Tank Inlets and Outlets,D Box,and 2 Leaching Chambers PERFORMED BY:PETER SULLIVAN,PE- SULLIVAN ENGINEERING U3 t Per Feild. Approx. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& SOIL EVALUATOR NO.2376 O � 1 N 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable WITNESSED BY:DONALD DESMARIS,R.S.-TOWN OF BARNSTABLE 4 I W i +� a NOVEMBER 18,2011 Board of Health Regulations. r t N f j 1 8.All Piping to be Sd.40 PVC. x Tree p o y i ` o j 9.Lot 278:Septic Tank Shall be a 2,500 Gallon,with 2 Comments. TEST HOLE- 1 'n ] O cn 1 S tD S The First Compartment Shall Have a Volume of Not Less Than O ;1 t 1,540 Gallons and the Second of Not Less than 770 Gallons. i The Compartments Shall be Interconnected by a Minimum 4" 0 :. . ...VAX R�.1st > @QYZ '::...... - tTt co :::::: vented Inverted U-Shaped Pipe ...............:: : : 19.8 CO - Lot 279:Septic Tank Shall be a 3,000 Gallon,with 2 Compartments. ._A LAYi 10 ;2%-:::-:-:::- 1 < The First Compartment Shall Have a Volume of Not Less Than --V ..................."•'. f 1,980 Gallons and the Second of Not Less than 990 Gallons. 7" :..COARSE SANll ----- --19.a I / .g; , -� , - The Compartments Shall be Interconnected by a Minimum 4" 0 _ Vented Inverted U-Shaped Pipe. � / ' 10 f4'' 10 10.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 17" - --t OAF 3B Sr�ND AV%3K4I8 SII,T::--18.6 1 12 MIN. Sump of 6". -•'SZ•h AY[iA70S1R 516:;:::. ::: M Z t- 11.The Separation Distance Between the Septic Tank Inlets and YBT111VRIS> BKOW3':=:::::.. town Q 14.01 m 17.8 iv ' 0 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend C LAYER IOYR&4 ° O I o 0 Ele a It inim nn of 10"Below the Flow Line.Outlet Tees Shall Extend 14" LIGHT YELLOWISH BROWN / W et !1 Below the Flow Line,and Shall be Equiped With Gas Baffles. 126" COARSE SAND 9.5 !r W NO GROUNDWATER ENCOUNTERED G TAN TEST HOLE-2EL. W C' 2 9 1 f 20.0 ,. F.F 22.5 TH-2 .:... ii>i s zaissiii ...... 4":: :_._:d1tGAAr1CS:':::::': :' ::'19.7 1 A LAYER-IOY;ti2........... CXt VERY I}ATEBROWN -=-- D § N 10" COALiSESAND-- --- - 19.2 t TS} { •.. V? Finish Grade Bl•I .YER:�;S K ifs - p fl -1 STTtL1NGB'R(3AVN:.....•.•.•' Cr 3'Max. i 20" :::'COARSE SA1V�1 VV/30bIEs'SILT::::.18.3 ���,a• " may . r 9"Min Compacted Fill Filter •BZ Y... ... .. .' C� }T � e A Pox. Fabric ................................ '::':'::':':':':Y&I hOWIS53BAOW13:'::':':':'::" x auSQL �ED ✓ re And/Or SAND : :. 17.7 r{ $E Di M / TH-4 1/8' - i12" C LAYER lOYR 6/4 IV z W 3' Pea Stone LIGHT YELLOWISH BROWN • 3/4'- 1 1/2' COARSE SAND g } rn IV CHAMBER CD LEACHING Double one washed 24" PERC TEST 18.0 -tom TH-3 o 0 25 GALLONS IN<15 MIN i 130" PERC RATE<2 MIN/IN(LTAR=0.74) 9.2 ` / Lawn } Q r O O a F 4' - 10" NO GROUNDWATER ENCOUNTERED t f 1 , V `�-' D 1 - 12'- 10' �°�ti-2 IN. Lott RSECTION F CHAMBER TEST HOLE-3 EL.20.0 -1 ±SF (2.43 C) 1 ' o CROSS O C ............on....... t•;;•;.•;...•;.• �jP - 0 Bottom o Coastal B to+ NOT TO SCALE Lot 278 Proposed a^: � A ..::'::':'::'::':'::'19.7 Non-Potable :LAY i'loYdi2?2........... Irrigation Well o J T V1 I(Y•11AI:BKOWN:'::'-'-,.:'::' C': O 8": OAItSE 3ASiD :._::.._. ._19.3 p ..... 1t;/c•::'_ ::: o OD ° ��` ,, _ _ _ - ~ � \`~ `" PERC TEST: 13,473 sTR°Nc - TH-4 LOT 279 DESIGN DATA ' 16" C �SAT`1D�VISOMB SILT 18.7 �2 PERFORMED BY:PETER SULLIVAN,PE- SULLIVAN ENGINEERING $ ' SArr U Lawn Single Family SOIL EVALUATOR NO.2376 '-':-•• :::-Y.ET,LOVttIS13BAOW13'• ::::, 9 Bedrooms Q 110 GPD WITNESSED BY:DONALD DESMARIS,R.S.-TOWN OF BARNSTABLE 26"::::::::::::::St[Ty SEY1sII1•':•':•':.':•':' '17.8 3 C�O�\�L WITH Garbage Grinder NOVEMBER 18,2011 C LAYER 10YR 614 Total Daily Flow=9%GPD LIGHT YELLOWISH BROWN ��y 1� " Sign `�' �0 2' u `'\ TANK SIZE TEST HOLE � EL.20.0 130" COARSE SAND - 9.2 Lawn 1 $ NO GROUNDWATER ENCOUNTERED O ❑Post 2 Compartment Tank Required. :.:::-- G. 1st Compartment=990 GPD x 200%=1,980 Gal ::. 0 O 0 2nd Compartment=990 GPD x 100%=990 Gal 3".'' :.':.�ltrr IDS:.... .. .... 19.8 TEST HOLE-4 �' �, ...................tiE::::::::.. EL.20.0 O y rc Total Required=2,970 Gallons 0;1,KYFds•5YA ;5/2-•-:----:-- ° Use a 3,000 Gal-2 Compartment Tank V•EKY•}SAR:9ILWAT O m " --::: ::....... cj 1ti � �� � � 7 •• �OA:R&E SA3QD :-:--:-19.4 "......::: ::: Lot 279 Proposed \ :.-:>3tI-» a rx:g/ • 3 ::a3IZFri1A7 $::: : .;. 19.8 Non-Potable �' r'� ,� LEACHING AREA :-::sTRONc. Rov,+1�r :• :•VERY.SAY.13ROWN :• Irrigation Well 0 f ri Re GPD/0.74(LTAR)x 150%(Grinder)=2,006 SF 17 cOAR SE'sAND AVISOMS'sIGT. .:•18.6 " ��. 20 1 Required :$z•r AYx raft sr�•:::::::: 10 ::::::: COAASE•SA�ID':::::::. ::.'19.2 O n S. Sidewall=2(12'-10"+57�2'=279 SF .•:.•:.•;.•Y I.IIWLSIiB1LOWI3.•.:'.•:.•:.•: �i L7\ Bottom Area=(12'-10"x 571=731 SF 26 '•SILI'Y•SA'1VD = = 17.8 `L ci ".:. :::. . .... ..:STRfJNG$Rh3AVhT::::---::: /'w O Provided=1,010 SF each C LAYER 10YR 6/4 18" COAR3E SA IGD WlSOMB'SI[T-:- :18.5 O �' ��!O'^� - Total=2 x 1,010 SF=2,020 SF LIGHT YELLOWISH BROWN ......•:::BZ-1 41t6A 703FR 5l6:::::•--- r _- 126" COARSE SAND 9.5 ::•'-----YELL.....SI3•BR0......=:'::...=: s' ° PROP 1' F o LE HING CHAMBER DESIGN No GROUNDWATER ENCOUNTERED 28"................................................... : : :_:': SILTY SANIl ..... :':: 17.7 F__G OSED 3 C LAYER 10YR6/4 0 J t DWELLING TQ 00 All P. to be Schedule 40. Use LIGHT YELLOWISH BROWN ROe �° �'� F. . EL 22 2 Fields w/6-500 Gal.Leaching Chambers in TEST HOLE-2 EL.20.0 COARSE SAND Q 0� k ? O.f IT-10"x 57'Double Washed Stone Fields as Shown. 24" PERC TEST 18.0 o R 06. 4 �4 �� 22 SS NO 01 4YFR•5Y2;51 : 25 GALLONS IN<15 MIN •C d. :':' 134" PERC RATE<2MIN/IN(LTAR=0.74) 8.8 ..:. tli1x$ > W>`1::.'.:'. . 19.7 NO GROUNDWATER ENCOUNTERED ----A.L.A.yMmy_k_2%2':: .:::: SITE PASSED ...... .....0 Y� : tt 10" COAASESaddD';:, ....... 19.2 5YR•SfS:::::::::' .:.I ...... ..... :.�.•:::.•:.:.STRONG�RLNVN'...:.:'.�::.. I 2o"•:::::COARSE-SAND WfSF?ll3•£S'SILT. . •18.3 Gl 1 ..........BZ-EAY£A7p1iR 5(.. .. ...':'. rn oG� MIT Y8LiC3wlsiiBRq.:...._. . O RK o 1/2 Sty F NC BANK 17.7 \H F` tin9 2 Nl0 C`� L 13A Za^ . _......0 LAYER 10YR&4 Eels �f 0 epGiSHEQ .... p1 S FRAM COASTA LIGHTBROWN BE M SET FEMA Flood Zone Line COARSESAND o\ Q, / As Per FIRM Panel 24" PERC TEST 18.0 Lrev 0001 0018 D25 GALLONS IN<15 MIN y 130" PERC RATE<2 MINAN(LTAR=0.74) 92 Lawn Jul 2, 1992 �� NO GROUNDWATER ENCOUNTERED ..: Q \ ? _ -~ N i - iTcyEl TEST HOLE-3 EL.20.0 5 r`7 �/9 rr �T C -.... .. ... ... ......Oat YE{t•5Y1C2. .......... , � s A Zone ........ FEM ! \ 1 .... 4 ....� I :::::::::::::19.7 >q ......:LA I83T[i2t2::::::::::: BM "A" E1=22.87' NGVD 100f' � \"" ........ ti� 1 TBM EI=18.5' NGVD :::::::::::V17ItY•.....:B1t...... ....... -p nl set in 6" pine \ to of CB DH 8" COARSESAi�iD'........ 19.3 (Elevation is some as `7' \ t2 P / .:::. AM.516. # � SEWER EJECTOR PUMP ::::::.......................................... _ . .STItDNG;$ROWN--- .:'::':: 2nd step of existing \. J ELEV. 18.5 � PEAK FORCE MAiN:' MYERS 1 2 HP MW 50 16" :::::coA>:se'sAi�n�vis Is...........1g.7 main staircase. OR APPROVED EQUAL ........... ..........82•I•:AYER TOYR 5l6-......... \ ...... .......... 1 Fnd PUMP CURVE MUST .................. ....................... !.. .... CB/I1 ...•.•.•••Y�EI,LOVRI511BAOWN'::: -' - Top of Coastal Bank � � J . � 26"••••••••••••••• SI W.-,et11iNfl.-- ::::.- 17.8 ° MEET THE FOLLOWING: C LAYER 10YR614 � ... :' (Town Definition) m � .•.•--••-••.•..••••� - _tee�' �6� LIGHT YELLOWISH BROWN - 'a - fur - _ PM TDH 130" COARSE SAND 9.2 / f Wooded Area 501' U ✓r y�' 10 10.5 NO GROUNDWATER ENCOUNTERED - `"�' occur .9 oad '- s "1z Irk I ��� --- ✓ r 20 14 9 30 16.8 TEST HOLE-4 40 16.S EL.20.0 50 20.0 :::0'ItIY£3i5Y1i•2;. ....... . . \ __ /LEGEND: _ _- f --- _--15 - :LA1t6R•19titi2::::::::'.:: 1 _ . - 'r - '� Sty t ! - .......... -: V1:RY• -sxowrr•::'::. �Ba p - r- �' - $each _ _ / ., .." f 10": _:..... 19.2 tj Z / i r r - 10 S{airs J- - 18" :GtOA1�SFi SA1aD7NlSMffSIr T-: 18.5 t Cedar Tree / ~- < / t s O .,,, -'"` �,. ,./''. "'` :,,," ..-,.- ....r• / � ,,.,a ,,l ,,,,,... --"....�-"""...�,,.,.-� ✓` ,,,f•..' o o f s ,f.. .....-•----$Z•1;AYEA70YFF 516.�:::::':: __ - / j ` ✓-_ - /� i - - _. f o o o ° OVQISIiBRO....... .:::' .. ::.'..':.:':.SMTY-:'Sif M:-- ::::17.7 ✓ / f �/' ` sue - Rem Dins C LAYER 10YR64 Holly Tree - j _ r... _, ° ° - / 8uioheao ° r LIGHT YELLOWISH BROWN .......• COARSE SAND _..-'_ -' •'`-,,, •--„"" ...-.• .✓ J, --' .--:•.."-••... ..--"" �:- ..-- -,"„ -"" ,,,,,. 24" PERC TEST 18.0 `.... / ° ° r s f °v o o _ s " PERC 2RATE<ONMIN/IN 1 TAR=0.74 Deciduous Tree - - - -- °-Q °suikhe°d Rem°ems f ofeach f f s NO GROUNDWATER ENCOUNTER® a cads{ - SITE PASSED 2- Coniferous Tree _ - n �ou Vent - Final Locotation to be LCB Land Court Bound r �et Determined at Time of Installation so --- "`� - •-•" as to be as Inconspicuous asPosslWe � CB/DH Concrete Bound w/drillhole -- NIntu SB/DH Stone Bound w/drilihole AI Guy Anchor see Notes (typ.) Q Utility Pole _ .st � F.G. EL 20.0 U Hydrant EL 19.25 Flow Equilizers Qa Hose Bib Installer To f- As Required Confirm Prior To Any Work E 3000 Gallon Light Post Ejector Required 2 Compartmen 5 Ton EL 17.00 Far Basement Septic Tank ank D-Box 0 w0 Water Gate (round) Bedroom H-20 Irrogation Well EL OHW- Overhead Wires Leaching To Be Installed On /r Chamber eeb7te� -25--- Elevation Contour SULLIVAN Bedding."rs, :::::t:.. f:::::<t;:::;<•:t::;;: tttt ;i Inspection Port, E Underground Utility Line p. 29733 d< eaffels ::;:4 #i n i ► ..1......:... Ui as Per Title 5 :isTf.... It: :tAXtt 17k S EL 8.8 No Groundwater REVISION: Move Both Proposed Irrigation wells DATE: Og/2a/12 DEVELOPED PROFILE OF LOT 279 SYSTEM EL Zest Hole 4 REVISION: Add Ejector Pump & Driveway Detail DATE: 07127112 Appax. Groundwater ter NOT TO SCALE Per T.O.B. Maps REVISION: Add Proposed Irrigation Wells DATE: 0512112 REVISION: Add Lot 278 & Show WayDATE: 02116 12 TITLE: Site plan PREPARED BY. PREPARED FOR: NOTES: PYO used Im rove7mentS Sullivan Engineering, Inc. CapeSury Andrew & Michelle Feinber 1.) The property line information shown wasZ> p9' PO Box 659 7 Parker Road compiled from available record information. At Osterville, MA 02655 Osterville MA 02655 2.) The topographic information was obtained Q� Sea 1�1e1/1/ Al/e (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax from an on the ground survey performed on (j View V copesurv®capecod.net V Bamstable, or between 06/JUN/11 & 12/JUL/11. (Osterville) 1 Vl G SS. Draft: JOp Field: WHK MLL 3.) The datum used is NGVD '29, a fixed mean � / 30 0 15 30 60 120 sea level datum. �1► DATE {,.� n SCALE: rr , Review: PS Comp.: WHK/RRL December ��� GO� = 30 Project: 31021 Project: C444