Loading...
HomeMy WebLinkAbout0141 EEL RIVER ROAD - Health 141 Eel River Road Osterville A= 115-008 r I o f I i i i i No...I FEz *� TCOMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH OWN OF BARNSTABLE Dato , pphration for Diripwial Wnrk,15 Tomitrurtion ramit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: 141 Eel River Road, Osterville, MA. Assessor's Map 115, Parcel $ . ............................... c ttion- \ddress or Lot No. Westwind Realty ' rusf� c/o Goulston & Storrs ..............•---......----------------•--••-----•-----••-----------------------------•--------•. -----•----------------••--•------•------••--------•-------•-•••---....------................--•-•- •••_ ` Owner dress w �, Q,� 400 Atlantic Ave. ` oston MA. 02110 Installer Address 2 34 AC. UType of Building Size Lot...!...................... l�fgtgf �. Dwelling—No. of Bed ours......................... .................Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building Garage No. of �JVX !Irooms.....2......: Showers ( ) — Cafeteria ( ) 04 Other fixtur s •------------------- -------------->�----------------------------------------:------ -------------•••-•--••----•-------•-•------•-------•----•---. w Design Flow......110..........---------------- g P ? sP Y• , y 220 _ g� c� Septic Tank—I ' uid ll04 wrlii st 8.5 day. daily ... Diameter- De th-.4- Ions: — u's rs Total leaching area ,....J6�66a/m/ �—. o. .. -... . .... w idth4---- --------- 4��1 Length....-- •----•. g .....sq. ft. 3 Seepage Pit No--------------------- Diameter-.------.----------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( X) Dosing tank ( ) 0-4 Baxter & Nve 11/10/87 Percolation Test Results Performed by Date --.....- `� Test Pit No. I..�...2......minutes per inch Depth of Test Pit....10,......... Depth to ground water.....NZA............ Gr4 Test Pit No. 2................minutes per inch Depth of Test Pit.----.........---... Depth to ground water........................ 014 ----- -------- -------------- ...........--------------i---...-•---------•---------------------•-•-----•------•----......----•--------•----•--••----- 0 Description of Soil.....0-2' Tod & Subsoil; 2'.....-__10'__clean..medium_.sand x w UNature of Repairs or Alterations—Answer when applicable............................................................................................... ....•---•----••...............•---------------••----••-•--•----•-•----•--•----------................---•----•-••---------------------•••-----------------•------•---------•••---•--•---...•-•--•-------• Agreement: e The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i ed by the board of health. Signed ...................... ............................................ .................................... c� Date Application Approved By .......... .-1J. ................................. ` -..- ..-.. / Date ' Application Disapproved for the following reasons: ................. .............................................. ....................... ........................................ ................................................................................................ -- .. ...._.... .... -.... ............................................................................. ........ ---...... ... .. .............. .................. qqDace Permit No. .............l....V...-.....y.�................ Issued Date t THE COMMONWEALTH OF MASSACHUSETTS ' BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( X ) or Repaired ( ) by .............................................................._---.........------.---------..---------........In rdl - cr--- ----- ---------...----------------------------------------.......------......------..-..................... ° - .......141 Eel River Road, Osterville.,_1%,,. _... --- . ....... .. ............ ............ .......... --------------- at s., : .......................... . ... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ..----F<-/� .-....L-Y(.- ........ dated _ ....... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ........... _......." ,/ lnspector"�-- ......:L-�..... _..._v--... ... - .... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN-OF BARNSTABLE FEE.... ) .. y ... 1.. � ......... Permissionis hereby granted..............................................-------------•---......------------------------•--•-------------------------------............. to Construct (�X) or Repair ( ) an Individual Sewage Disposal System :Al red. Rier o , Osterville. -MA. ..... -------------- .............................................................. at No. ........................................... Street qqq as shown on the application for Disposal Works Construction Permit No.1-�.'l_-�. Dated........................................... f'...;;�'-f_..fr-'--•- .�i ••-• ..................... Board of Heal 1I DATEool FORM 36508 HOBBS WARREN.INC..PUBLISHERS �d . ...�� :��✓.r vo .- a.+ ..,r-.. v •iTV �"�.�/ v� .d'" L^ 'yr"i \ .`.�,,..,ti-�ti� -./ � _.J mp 7Fi TKE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - ' -' _ '>' TOWN OF BARNSTABLE Apphration for Dif�.poiiul Wnrk.6 C omitrurt"ton 1Prmit 1 Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: 141 Eel River Road, Osterville, MA. Assessor's Map 115, Parcel 8 -------------------------------------------------------------------------------••--......--•----•- --••-----,--••--•-•-------•••••-•---••---•---------------•---••--•-••-•--•-•--........••--........ I cation-address or Lot No. Westwind Realty bust c/o Goulston & Storrs ......................_.......................................----------------•-•---------•----- -----------•.-----------------.......-•••••--•-----......-------••---.................••......... /� \ O++ncr Address W y/ _ 400 Atlantic Ave. Boston MA. 02110 Installer Address Type of Building �;� Size Lot....3...AC .......,$4/ifW Dwelling— No. of Bedrooms________________________/)_._--._..-Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building .............. / No. of ,AMMroomc.....2-------- Showers ( ) — Cafeteria ( ) aOther fixtures -----_--- --�........................................................................................................................ d W Design Flow......1 o...............................g ilons per pefflnSper�day. Total daily flow....220_._........._._.....__...........gallons. C>; Septic Tank—Liquid ca, acrt�•_ OOgallons Length_. .P_�__.____ Width... _.____-_.._ Diameter._.-.__-.-_-.._ Depth.A............ '�Ii�sposa-l/Tr�gi��li b�t:'��o. rtt.S�rs Width...... Length....!l......._. Total leaching area...201..........sq. ft. 3 Seepage Pit No-------- ------------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other-.Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed by....Baxter__& Nve .. i Date....11�1d�i.7...I............. ....... Test Pit No. .....minutes per inch Depth of Test Pit.... 0........... Depth to ground water....NIA............ LT4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a' .......................................•----•----------•---.....------------•-•--.......................---....------....--------........................ 0 Description of Soil......0-2...Top & Subsoil;__.2`._.-.•10`.clean -medium sand x UW ---•-----•----------------------------------------------------------------------------------•-----•----------------------------------•----------------------------•-----••--•••--...................... Nature of Repairs or Alterations—Answer when applicable..._............................................................................................ ................................................•-------•--•---------------------._.............--•-----...------------.......------------------.._...--------------._........._........................ Agreement. ti The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issdied by the board of health. Signed .......................� ---r-------------------------------------------- ........................--.........._.. Date Application Approved By --------- ...v y---� J.,cr - ,. ...._... ............................................................ .. a� -.�-..-..?1- V V --'Date I' Application Disapproved for the following reasons: ... ....... ............. . ................................................................................................ `................................................................ ..._........... ...-.....------- f Permit No. �.�t........... -��------_--------- � Issued ........................................................D Daa te........ Dare TOWN OF BARNSTABLE -tOC TION <<!r Sic ,�'�V-G�1 �D SEW L LAGE 0 J,Tai,4�� _ ASSESSORS MAP & LOT//:.4 00 INSTALLER'S NAME & PHONE NO. �\-SEPTIC TANK CAPACITY t)LEACHING FACILITY:(type) ld 9,711SIE (size) 4 r°--.. NO. OF BEDROOMS PRIVATE WELL=OR PUBLIC WATER 'BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED:` VARIANCE GRANTED: .Yes No • M1j I 1 C u 9 tot,71 9-� I41,y t1 t �. ►4�r ax� - 4e TOWN OF BARNSTABLE G ✓"LOCATION !y/ 6ic D SEWAGE # 93 Vdc k jVILLAGE ASSESSOR'S MAP & LOT aag i INSTALLER'S NAME & PHONE NO. r�.�. le 'L(g �)73 SEPTIC TANK CAPACITY p O LEACHING FACILITYAtype),X ' bc,,,�f+T,, (size) 606 (--4. NO. OF BEDROOMS I PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: 1A163 DATE COMPLIANCE ISSUED: r2-- ` Lj VARIANCE D Y No C� R CE GRANTED: es iX'-_ -V b� 14 O c. -75 ;� sZ 1I✓ 3 , No.. 3" FEB. . THE COMMONWEALTH OF MASSACHUSETTS L/I 5 BOAR® OF HEALTH APPROVED c1 TOWN OF BARNSTABLE • . C0MYVationDepanM0M A#p irFa#ion for Dhop ual 10orko Tomitrudw ivy �9� Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: 141 Eel River Road, osterville, MA. Assessor' s Map 115, Parcel 8 ................__.............................................................................. ...............----••----...........-•--•------•--••-•----------•------•-••---..............--_... Westwinds Real tyLoFfU Address c/o Goulston & StoTrrttNo. ..-..-------•-•-------— -•- f................................................... ---....----•----------••--••--------•...._._...._.....--------................................---- J�.. .�?l.Ly.S.CA!?_c4..owner 400 Atlantic Ave. , �osson, MA: 02110 ....... ..-••----------- ...........-•-•------•---•--•. Installer Address 2.34 AC. Type of Building Size Lot............................agXfg+XtX ei Bedrooms ms f� Expansion Attic Garbage Grinder Dwelling of Building ........... No. of peons -- ..... Showers Cafeteria ( ) 0.' Other fixtures ---------------------.............. ----•------------ --- --------------------- ---------------------------------•-----.................... Design Flow.......? 0.............................gallon per rboo per day. Total daily flow......7.70...............................gallons. WSeptic Tank—Liquid capacity....000gallons Length...1-........ Width------- ._..... Diameter................ Depth...4_-......__. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No----2--------------- Diameter.6T_t J_g.Pr_.Sq�M� below inlet......4......_.... Total leaching area...7.4$........sq. ft. Z Other Distribution box ( X ) Dosing tank ( ) '-� Percolation Test Results Performed by.......................................................................... Date........................................ 1.4 Test Pit No. -------minutes per inch Depth of Test Pit-----Q.......... Depth to ground water.nQ.f...f Q11-nd_ rl, Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ 0 Description of Soil_...0-2_'-••top--and_-s u b s o i.1_;... '-],p-.....-1 c a n-_m e d Z um_••�and...................................................... x V •- ---------- W U Nature of Repairs or Alterations—Answer when applicable----------------------........__..__.____...................:. .._.,;, Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of Ae State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n issued by the board of health. Signed ,-- .. ..... . ..`...... ApplicationApproved By ----- ---- ----- -- ------ -- -- ----- --- ---- ..•........... - ------- -. ----------------------- -- j Application Disapproved for the following reasons- ------------------------------------ ....................................................... ---------------------------------------- ..................................... .. ... .. .... ...................-............. ---------------------------.---:.................... ----.........---- ------- -------------------..-----. Y Date � f Permit.No. Issued .. / a ---Date .tom l/ No.__....... Fss.:....►.f. THE COMMONWEALTH OF MASSACHUSETTS , BOARD OF HEALTH � +- v TOWN OF BARNSTABLE �. Appliration for B44posal Varks ( vniitruurt& r , i Application is hereby made for a Permit to Construct or Repair an Individual Sewage 5 e PP Y (X ) P ( ) g System at: 141 Eel River Road, Osterville; MA. Assessor's Map 115, Parcel S ................_ --•............._.........._.... • ........... •---------•- ..._......._.. Westwi nds Real tyL°i rustAddress c/o Goul ston & Sto°�� t No. ......................-.......................................................................... ..........--...................................................................................... Owner Address W �< otLcc c r 4--_•---------------= .........................................Al . . Boston_. MA. 02110. U •--'--•..................... .. ............ Installer Address d Type of Building Size Lot•_LI AC_._---_--§,%XfeetX I—. Dwelling—No. of Bedrooms............4.:............................Expansion Attic ( ) Garbage Grinder ( ) QI Other—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) r Other fixtures --------- bR. W Design Flow........770.............................gallons per Perm per day. Total daily flow......?7.0...............................gallons. WSeptic Tank—Liquid capacity_-2�n0gallons Length....1-.1........ Width.......h....... Diameter______________- Depth...Q_!......... x .Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.._._.....__.._._._.sq. ft. Seepage Pit No.___2-------------- Diameter._fi�ry'•.,�W_7. P. e r h below inlet....... '________. Total leaching area...;7 ?........sq. ft. Z Other Distribution box ( X) llosmj tat aPercolation Test Results Performed bY-------------------------------------••-----------------------•----....... Date..........................-•---••-•--- Test Pit No. 1..<_2---____minutes per inch Depth of Test Pit-_____IR......... berth to ground watenn-at..-found.. GPI Test Pit No. 2................minutes per inch Depth of Test Pit.......... ......... Depth to ground water........................ P4 ---------------------------------------------------------•-•------!................................•.....---•••••--•....--•-..........------•....._....... O Description of Soil---. -_!ned_ilurn—sax.d...................................................... x _...-•--•-•---------------------•-----------•-•-----•----------------•-----••---...----•------•--•----•-•-•-••-•--------•--------•-------------._...---s------•---•----•-------•--•---•-------------.-.- U Nature of Repairs or Alterations—Answer when applicable....................... ....................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal&System in accordance with the provisions of TITLE 5 of the State Environmental Code—The ;undersigned further agrees not to place the system in operation until a Certificate of Compliance has be•njissued by the board of health. Signed - -. P---�� ......... �- .....................................l G U..................... f to Application Approved B .- .�.// _.. ��1.. ' ....... - --------1-------- -- -�. PP PP Y zi ; r.y.... .- Dare Application Disapproved for the following reasons• ------------------_- --------- .---------- .........----------.---------------...------....--------- ............................................... ..:.:..� --�--i-` --------------- .D...t.e------------------- J Date -- ......- ............ IssuedPermitN THE r COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Gertifira e of TontyXrVttn.ce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( X ) or Repaired ( ) by (��-`J'------ i. .�,1...r.r Jfl �...-ST L�......�-' .............................................. ... ----- ----------...-----......---------------------------- -- Installer at ...141...E-e 1----Ri-v-e.r---Roa-d.....0stery .1-1-e-,--MA..---------------------- -----------------------------------------------------------------------------------------................ has been installed in accordance with the provisions of TITLF/5,_� S-§he Sta.t I rrvir nmental Code as described in the application for Disposal Works Construction Permit No. -`------- , . .."" _ dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISF--A---C- T RY. DATE........ - - ------ Inspector ................................... ....................................-------------- THE � I COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH —` TOWN OF BARNSTABLE o_. .N . l. .. ............. FEE.................. Permission is hereby granted--------� -._.. *- i;_I ct c_J vA---------••-..a 1.S_T etc'` `- ............................................ ~ to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at No. 141 Eel River Road,............................................................ville,_..t1A.•-----••------ s Street ". as shown on the application for Disposal Works Construction Permit No._ __ --•-fir:-.:.sue-- 'ated--------------------------------•-••--•-•- Board of Health DATE.................... --•-•-------•-•--• q FORM 36508 HOBBS 6 WARREN,INC..PUBLISHERS f Osterville Plt No. 1 References: Test By. Baxter k Nye Garage Finish Covers To Within Cowers To Within Test Date: 11110187 Floor E7.=16.0' 1' Of Grade7 1' Of Grade Land Court Certificate C90653 Witness: 4" PVC O 2X Slope Over Leaching t Land Court Plan 3145P 71 Perc Rater <2 Min-Anch Ol ft/ft 4" PVC f7rot 2' ..t C O ... ,,. - 1. ft To Be Laid Level 2" Of Peastone F.E.M.A. Flood Insurance Rate Map 14 0 Sep !c Community Pane/ No. 250001 0016 C Test Pit Dofa Tank Box j Map Revised August 19, 1985 000 Gal3.6 0 0 0 0 0 0 0 = o 13.4 13.3 ,_ 'Site Plan' Dated 11/12/87 By Baxter Indicates - Indicates 13.g 1 Of 3/4 -1 1/2 Y 11.4 Perc • Groundwater " ' & N Inc. For Leonard S, Green resr - Washed Stone All Around Ground El, 22.7 � 12' 1 � $' � (2) 4' x 8' Flowdiffusors Loam & Foundation - Tank Tank - D-Box 16' Subsoll 20 7 Design Flow: 2 Rooms x 110 gal./day/room = 220 gpd NOtes- - 1. Unless otherwise noted all construction 7. All impervious materials shall be peon methods and materials shall conform to removed for 10' in all directions of Scale: 1 =2083 Project Title: Medium Septic Tank Requirements: 77t/e V of the state environmental code the leaching pits and replaced with LOCUS MOD Sand 220 gal. x 1.5 = 330 gal. and any applicable local regulations. dean sand Assessors Map 115 Parcel 8 2. Precast concrete septic tank, d-box, 8. Engineer to verify depth of clean Use 1,00o gal. tank and leaching facillty to withstand H-10 medium sand to elevation 7.2' at loading unless under pavement, drives, time of Installation. or travelled ways where H-20 loading Bottom Leading Faculty Requirements: shall apply. No water Based On Perc < 2 Min./Inch J. All pipes /n the system shall be schedule Zone RF 1 #7 47 220 gpd 40 or equal Min. Lot Area 43,560 S.F. Note: Reference P15627 Side Infiltration Rate = 2.5 G sf 4. No field modifications to the sewage al. Eel Dated 1110186 For 195 Eel Bottom = 1.0 Gal. sf disposal system shall be made without Mln. Lot Frontage 20' River Road prior written approval of the engineer Min Lot Width 125' Leading Focu/ty Provided: and the local board of health. Front Setback 30, • Use 2 4 w x 87 Flowdiffusors W/1' Stone All Around 5. Elevations Are Based On N.G.V.D. Side Setback 15' River Adjusted High Groundwater Flowdiffusors To Be Placed On 1' Of Stone El.=4.9 Side: 48 x .95 + 1 x 2.5 Gal. sf = 234 gpd 6. 7his site Is not located In a zone of contribution. Rear Setback 15' Bottom: 18' x 5' x 7.0 al. s = 10 gpdRoad 342 gpd (Osterville) 22O'f To ASH.W. 167'f To Evil Rlwr Road Barnstable, phgwty Uoub Desiduous pine Exist. Water Pit `�' Me. 0 4" Elec.- 2" T.V. _ -._ - =4" Electric 2' T V- o - 2" Cartel - - -- -- _-- --2' Cartel Telephone --- 2" Telephone- d 3" Elec. -e -- _ w r w - - w , `Telephone w _ 1" El ec. 1 (2) Hollys M ExI� Wa ter L In e - Pullbox W M - G 1' Elec. wi c c -- c c c Exi's tin I-) `o PREPARED FM c 9 Gas Lin .t West winds Realty 24" Trust cN oh mII tn O of 24"' oca�t adN Ostervlile, SMAeet N N O CZ �\e0. 02655 c CA. 14 .k O A( D-BOX k a �u Mimosa 4d�{S�on E° 1,000 Gal ' 1' Wide Sept. Tank 00 A. M. Wilson Associates Inc. Relocation Of f O ieac ` Water Meter Pit 1 _508 428 1450LFAX 420 1856 70, 15 3 O - - --- -- --- O 24" Cedar 19 18 17 0>/ 16 1 In 1 � '� Drawing Title 28.5 \ 18" Tall L I- i 0 0 -- II a paw 7hls Face 15.5 I Subsurface \ I Proposed Top Wall=18.5' 0 rt o Top Wall=26.5 Garage 16.0 16.0 0 3 Sewage Floor I aVS Disposal Landing O 16.5' 16.0' 0 0 Install Drywell .5 1 a Design - - o - o 0 o Wall Heigh t =6.5' 17 16 TW28.5 71N27.5 TW27.5 1WI6.5 roposed 8' Black Vinyl Fence 93'f To Eed RAosr Road O El.=15.O'f Scale: 1'= 20' I I HVAC Units Y UP• 2nd Floor So. OF 0 60 FEET Bosom on t - -- --- - - -- fst Floor So. _ P. CIVIL LY Date: February 1, 1994 Dwg No: Guest � � 3 ft3ses4 `' Design: C.P.J. Existing Contours '� Proposed Contours Check: Proposed Spot Grades 25.5 Drawn: J. V.B. Job No: 2.0646.1 Sheet 1 of 1 NORr'j Osterw7�le References: / Y Ra Land Court Certificate C90653 Land Court Plan 3145P Top Of Foundation E1.=28.6 Covers To Within 1 Of Grade 2X Slope Over Leaching B � s F.E.M.A. flood insurance Rote Mop 4' PVC ® i - �J Community Pone/ No. 250001 0016 C .0 1 ft/ft ... ... .. . 4" PVC F)st 2' ., ,.. . I I � � Map Revised August 19, 1985 01 ftCft° To Be Laid Level 2' Of Peostone P 24.0 Septle lm r /// dr'Site Plan' Inc. Dort Leonard SB�Groe Baxter Test Pit Data Tank Bo � LocUS ; 2000 Gal / wl Indicates Indicates 600 3/4' — 1 112" _ 23 6 Gal. Washed / Perc • Groundwater � Leach. Test — •� Stone Ground El.= 22.7 44° � 20' � I 0.5' • • • ' 911 Main Street Loom 1 Foundation Tank _ _ r4-t--6—�4-1 17.8 Scale: i =2083 o2s55 Subsoil Pit No. LOCUS MOD 02655lle, MA 20.7 Test By. Baxter dr Nye Design flow: /VOteS: 7 Bedrooms Nth Garbage ;grinder Assessors Map 115 Parcel 8 `j Test Date: 11110187 ::, �,,`,,���; �j ,s. .►,�„-_.f,::;.:���::: 7 bdr x 110 gal. day dr=770 gpd 1. Unless otherwise noted, all construction 7. All Impervious materials shall be Witness: methods and materials shall conform to removed for 10' In all directions of peon ...•...:.;;�..,:...f...•:.:�f-.:.....,,..:.. ..,;...:. :,:? Medium Perc Rate: <2 Min./)nch Septic Tank Requirements. with garbage grinder 11t/e V of the state environmental code the leaching pits and replaced with Sand 770 gal. x 20OX = 1540 gal. and any applicable loco/ regulations. clean sand. Zone RF j A. M. Wilson Associates Inc. 2. Precast concrete septic tank, d—box, use 2000 gal. t0nk and leaching facility to withstand H-10 Min. Lot Area 43,50' S.F loading unless under pavement, drives, Min. Lot Frontage 20' S08 428 1450 FAX 420 1856 or travelled ways where H-20 loading M/n Lot Width 125' Bottom Leaching Facility Requirements.- with garbage grinder shall apply. Front Setback de Setback 15' Project Title: 0 water J. AM pipes in the system shall be schedule Rlear Setback 15' #141 1.5 — 1155 c 40oreual. 770 gpd x gp q 4. No field modifications to the sewage disposal system shall be made without Eel prior written approval of the engineer Leaching Facility Provided: and the loco/ board of health. • Use C2) 600 Gal. Leaching flits On 0.5' Of Stone 5. Elevations Are Based On N.G.V.D. Drawing Title _ River n- _ 6. This site Is not located in a zone of contribution. Bottom: ,r 7' x 7' x 1.0 vol/sf, 2 Pits = 308 d Subsurface Road Total = 1187 gpd , Sewage Disposal (Osterville) Design Barnstable, Scale: 1 20' Mao 0 20 40 50 FEET W FM Date: January8 1993 Dwg No: West winds Realty Design: C.P.J. y Check: Trust Drawn: J.V.B. Leo Job No: 2.0646.0 Sheet 1 of 1 Existing Contours ------- - --------- - Proposed Contours Proposed Spot Grades 25.5 RL;1 �11 l Post, Rail & Wire Fence TUN Pc/J� ,I l Reinforce Existing Plan f ys With 'Shrubs�Moved From Elsewhere On Site \ �� ro 1 Boathouse To l Be Repaired l 100' Buffer •� ( I ` / ; 1 (2) 600 Gal.'Letoe�Mhr9 Pl s /. f NR�p/ac� Po Rol � � i I ( I •T ! � ` ( / � Bird Bath W/4' Of Stone /2" & ire Fen I I \ \ ` ( 4' PVt (TyP•lu / \ // / 20 19 18 ' I `1III I I I I I I I •. \ r —� / 1 .� l 2� / 21J ' 16 i I I I I I I �} , r Clean Out Z✓" `R6seAe Existing `'tair j I I ` � � r \/ 22 �4 � 3 , [ oo� I I - 22 I .-� � _ / � / / I / / � 12 Q r I I I I I j 23 24 45 � �' JI I ( I o ! I tI `, •` 2t , r 3 u 2� P rr vc �e fr osed I I o \ \ •• 20 c 1 I ©c ® 26.0 24.5 a ag e o/k 7 ` `fie 2, Gal — / I Fl. El- 14Tank Stone Wo/kwv I I 15 O20' / / / / l / � 10 11 I I 3 ( ` \�. \ � � e -� �"alk q \, �._ p .G- t� � D—BOX / '� / / // / / l / / / � / /� ✓ 8 I I I N l o \ Fl.=r 1.9' I R�`e/we Walk 1 I �Edwn 1 ' \\ �\ ` II I </ \ \ _ / ( O Reinforce Existing Plantings Wit/ Shrubs Moved From Elsewhere On Site, 0 24 2J 27 / / Pr posed Fer;ce _� i r i s / & 1 ` c p 27 .6 5 24 23 22 21 J // — / / 00 Cour�Yard \ =�, \ / / \ // l 20