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Home My WebLink About0032 SHERYLE'S WAY - Health 32 SHERYL'S WAY Marstons Mills A = 046 — 015 — 003 -- J / TOWN OF BARNSTABLE ,',,OCATION �d��'/( :p,_r JIS SEWAGE# -3 VILLAGEM A 1 .i514�1U7 1LSESSOR'S MAP.&PARCEII INSTALLER'S NAME&PHONE NO. Arke-L4AC4 s1� ��. SEPTIC TANK CAPACITY Qxk 547 iDUp �a LEACHING FACILITY.(type) X,SGY✓g4//4A (size) `.,��e X/3 w X 07 NO.OF BEDROOMS OWNER C621, PERMIT DATE: & / COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Al 4- Feet Private Water Supply Well and Leaching Facility(If any wells exist on_£< site or within 200 feet of leaching facility) &A Feet #`Edge of.Wetland and Leaching Facility(If any wetlands exist within -r 300 feet of leaching facility) w e Feet FURNISHED BY_ d.°+ b � ° 3 �G No. G 1 / Fee l V C/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: v/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ow-9�- 1plitation for ]Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair, ' pgrade( ) Abandon( ) ❑Complete System ❑Individual Components :Aos:ses:so�ra �ParcL No r�Il� /.. Ownerr''s Name,Address,and Tel.No. 041 . �`on f Gd C t"q Se), 412 d 125 Installer's Name,Address,an e. o. /7o �v 7��j Designer's Name,Address,and Tel.No. rp,0 4 �33�tjJ Type of Building: Dwelling No.of Bedrooms A t«IV_ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3 0 gpd Design flow provided 33 gpd Plan Date Number of sheets Revision Date Title s Size of Septic Tank Type of S.A.S. A, j .,Lie 13vd Description of Soil Nature of Repairs or Alterations (Answer when applicable) gira''A, ey,,s cn' Tic I-j"A X S') J 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 Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. aG�� 0 3 Date Issued 6 ��_ 13 LEA' No.�G r _ ✓ Fee l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation°for 13ispo'sal 6pStem Construction Permit r— Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components -Doon Address or Lot No �24Sf4,� y/� . . Owner's Name,Address,and Tel.No. Assessor's Map/Parce Can gad Cq`C� O1 G Installer's Name,Address, nd--ei.-No� nV ooXwl Designer's Name,Address,and Tel.No. S 3 Type'of Building: r `• Dwelling No.of Bedrooms I A✓e'C Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Y Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date y "� � Number of sheets Revision Date �— Title Size of Septic Tank lr�,c�,;,d, / „ �f z Type of S.A.S. X a w 14 s' J34 Description of Soil Nature of Repairs or Alterations Answer when applicable / t �1 n iew , f 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 Health. i a Signed Date G / Application Approved by Date �2 r•, t Application Disapproved by Date for the following reasons Permit No. ;o 13 - 23 '( Date Issued & -2G- 13 - ----------------------------------' ---------------------------------------------------------------------------------------- Th E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 a d the for Disposal System Construction Permit No. -2013 -23t( dated �D " a 6 317 Installer Designer #bedrooms t _ Approved design flow 3 ,,A gpd CP The issuance of this perm't shall of be construed as a guarantee that the system wf'lh n"ction as designed. Date L Inspector r �--- No. r?, 6� 7 " Fee_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at S 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 �" 2l� Approved by Town of Barnstable Regulatory Services a Thomas F.Geiler,Director MAW Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit#0 13_ Assessor's Map\Parcel� Designer: AAIASOZI�0;�S' Installer: Address: 66Id AWW11 Address: Kd. 1-5®y 7.)--d 10 On a ,,014eil ZAA,01 (OY,,/-was issued a permit to install a (date (installer) septic system at t�l��9 `s based on a design drawn by (address) dated (designer) _certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. -cHOF4f4ss�c o AW y� N _ VON HONE (Installer's Signature) v 9 #1068 a Z s-1 ITA6��pd► ( esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF z COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/SeptictDesigner Certification Form 3-26-04.doc Town of Barnstable. P#- )j ,Dews ii=t ofRegl alatoq Services : , 3 • Fablic HiWihl MvMon Date no Main Saeet H�"MA OWI � r I� Time . Date Scheduled Fee ti . $oil Suitability Assessment for. Sewage Disposal Pbrforttted ay: � LOCMON&GMURkL RWOaB1ViA�ONN 1ZPHrS� / Laadon Address 2- s14 r'-ylP S L y 35'4CP0'S tiOP51 :1 S latl(S Adder {�u S .WIIIAC7a2 400 Assessors MVftc& 44-7 -16 A-4 r 115M 3 lines=s Nam �'/� ✓�Sf 11C141 C5 NBW170NS'17tU�.'1l0N REPAnt _� I '<ieJrphoee ,lfO- 7 DO 4 Lnd Use /�� 6(.�//f.� $(OpeS(96) • `$ strxm .►. Distances fim ()pen watt Bode` Possible wet Area' - -- R, Ddaking Water Well R bxaioage Way tt, 13ae SKETCH:Meet tee,&mwtn*-of tot,cana locations of re44t hobs&Pete tests,inede we&in pxa dww to Mies) • 5� 7µ ' 72 -�,0 Plmdxt �(gealeglc) �- Dean+to aed�oak f`f D,p&to ommdwaW. Staodiog Water in Aole: 'eyy I. . I Weeping fiom Pit FMtee .� Bsdtnated Seasonal glib(iroendwater . �p nON FOR SEASONAL HIGIff WATER TABLE Method Used: • �,t� In. Depth to loll tlfottlex In. Depns tww�S frao aide of ohs.hoiG bftr�_,AdJ Imand to l evel,•._. rode:We I*�- �g� Index Well teyt.r.�.r. �I• PERCOLATION TESx net. 11��? Observation 2 9%te at A" _......_... 41au at 8' ..-..--- Depnx of Perc �-�- Stan Presoalx'I9roe� �- � line Orp'60) ._.._._.._.� -3 r r /k End Pxe4aaix / Rite Mioih Ch Site SMabiHry Ass rent Sitei Pasacd._ � Site Paned; Addititximi T ft Needed(Y" Original::Peblic HeWth Divisim Observatiod Hole Data To Be Completed on Back-- F d on must first notify the e pe�la¢¢pn test 1s to be conducted wfitidn 1009 of went n ,y Barnstable Ct fion DMdon at least one(1)wedk prior to beginning. 1 V . DEEP OBSERVATION HOLE LOG Hole# Depth fiom Sou Horizon Soil Tezlure Soil Color Soil Other Swtw(in.) (USDA) (MUWA Mot b, (SCt"51wat Doll" Grayan 9PI/ lv 3 L .. /d 0 Col 6 DEEP OBSERVATION HOLE LOG Depth 5om Soil Harizoo Soil Texture •~Soil Color' Sal 0dw Surface(m.) (USDA) (Mansell) Mowws (ShccUMM Stones,Boulder& daven Cr A 4W , /d G DEEP OBSERVATION HOLE LOG Hole# �- Depth fiom' Soil Hariroa Soil Tee bw Soil Color Sou • Other Surface(in.) (USDA) (AAi6cll) t .rMottliq (Sawbut.Stan.BoaldcM t i � r i DEEP OBSERVATION HOLE LOG•'I Hole#! Depth from Soil Harizou '._` Soil Texture ' soil Color 9otl other •:N .; - Surface(in.) (USDA)L`_,,.. gaven 4 (Mansell) Moaaug• .,($onuxuro.Stones.BouWera. ..` I J. Flood d Iinw n e Me 1VIo�a Above 500 yea.fir flood boundary No_ Yea r Ar Within 500 year boundary No Z Yes f` Within 100 year flood boundary No_ Yea Denth of Naturally Occurring Pervious Material Does at least four feet of>lattually occuuring pervious moltilll exist.in all areas observed throughout the area proposed for the soil •absorption system? If not,w W is the depth of ttadtrally occurring pervious material? Certifmtion I certify that on (date)I have passed the soil evalwaor examination approved by the Department ofBnvironmental Protection and that the above analysis was performed by me consistent with the required training, and experience described in UO CMR 15.017. Signaun Date ¢ 'l3 32 TOWN OF BARNSTABLE � y LOCATION �a skg ' WAGE # VIL AGEMa,r5��S ASSESSOR'S MAP & LOIWI-,-/) INSTALLER'S NAME & PHONE NOANe< Mo�� 3�Z' ' "EPTIC TANK CAPACITY �QCO ,LEACHING FACILITY:(type) -t' �� <-)t,.c,,e- (size) 6`K 4 1 olNO. OF BEDROOMS PRIVATE WELL O PUBLI WATER pO BUILDER OR OWNER (o rINCO c� Cas a DATE PERMIT ISSUED: ' DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No r:� 72, 1 1 ASSESSORS MAP NO: THE COMMONWEALTH.OF MASSACHUSETTS / BOAR® OF HEALTH 6 4 J4 -roa.).A�............OF..... Appliratiou for Uh4paaal Worko Tomitrurtiun ramit ' Application is hereb made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sy sptem at: . .... � Af....._..... 2 -- -------- - . -/---.-l- .......---.-- Location ddress e / Address a •-•--•---•------•-.. �:./.............•.-- . ----•--- -- ......... .5_T1..yl ........... ............... Installer Address UType of Building Size Lot__ .44T..Sq. feet ,_4 Dwelling—No. of Bedrooms.........:..................................Expansion Attic WO Garbage Grinder Q/40 p� Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfi tures ......•---•---•---------------------•-•--•---•-•---•--•••-----------------•-------------------------•-----•----------------•---•---•--•-••-------•--- W Design. Flow...........//0.....................gallons per person ear day. Total daily flow........3. Q..................gallons. G: Septic Tank—Liquid capacity/00.0gallons Length_ _..�... Width.7.../q.. Diameter................ Depth _.-.7--. Disposal Trench—No. .................... Width.................... Total Length...............1�..... Total leaching area....................sq. ft. Seepage Pit No--------/--------- Diameter____--�._.. Depth below inlet......6........... Total leaching area.3;32 2?�sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by........ ................... Date......_..___.._.._.•.........._ ---__-- Test Pit No. 1---L__C.minutes per inch Depth of Test Pit..... Depth to ground water-----4//4_._. GTq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ �+ •s-F-- ..... .Y'----•------•. ---------•--------------------- ---•------- -*......• -------;;------•-------•-� O Descri tion of Soil......... �----------�� .6............ Jo � ��----��.<. � ----•-.��..._..� .�1 �.� i .*AV........... 44 -------� r�l -----------dry---`-J-4-------- r �✓ -------•---------•--------------- U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ ---•----•------•---------------•----•---•-----------------•-------------------•-----........-•----------•-------•--•-----•••--------------------------•--•-----••-----------•------------...........•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with Ar6ion sions of 1'T`'?. . �of the State Sanitary Code—The undersigned further agrees not to place the system in until a Certificate f Compliance has bee 'ss ed th oard of health. Signed -• . . -• •--•• .-- ---•........ .. ................................ -- .� �� 4_/6,6- DApplication Approved BY . -------•........ .........••-•-••.._.. Dat Application Disapproved for the following re ons:--••---••.........-•--•-•----•-----•-••-••--••---••--•----•-•--•----------=----••-•-•--••......------........._ -•-•-•---••---•---...•----------------------------------••---------------•-•--------------....-------•---•-----•-----•-••-----•-----•••-----•-----•-•---•---------•-----•---••-----7/-�n / Dat---•-•-•---•...•--- /Permit No._._.._... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......... ..OF...... r..n .S '.a:(01-C...................... Appliration for Disposal Works Tomilrnrtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .. ........._ ......L ..............................................f/� Location-Address or Lo o } Owr r Address - a ........................ ...� ./> ----------------------------.•-•......... ....... s. .................. Installer Address Type of Buildin Size t._ yp g Lo 0...Sq. feet Dwelling—No. of Bedrooms._.. .................................Expansion Attic Garbage Grinder #V) aOther=-Type of Building ____________________________ No. of persons:_--•_-_-___-__._.__-_______ Showers ( ) — Cafeteria ( ) dOther fixtures ....................................................................................... W Design Flow...__._../ ::0_..__.: gallons per person pier day. Total c�ily flow_.___. '! •........•. 1 ns. ,$ WSeptic Tank—Liquid capacit/.QO1Q.gallons Length .... .... Widthf -e ... Diameter..._. Dept i�?...... Disposal Trench—No. .................... Width................... Total Length _._... Total leaching area_'__._:__..:_..:_.__s . ft. x P g n q Seepage Pit No._____.�..__...... Diameter.....f�--___- Depth below inlet................ Total leaching areJX*- _' _sq:.ft. z Other Distribution box ( ) Dosing tank ) ~' Percolation Test Result Performed b � G!TL�f../f ..................... Date._ .:_:_.._..._._._ _. .._..__. Test Pit No. 1._ ,..minutes per inch Depth of Test Pit....IV....... Depth to ground water_:_f�,� �j 44 Test Pit No. 2..... ........minutes per inch Depth of Test Pit........... ,Depth to groundwater-_______= ----------- ------- Ox �,,� y Description of Soil , .... �f .. ..,6 ! '..." EGI + t�.� . A. UNature of Repairs or Alterations—Answer when applicable_______ _________ _._____........_._._..___._..__..-_.........._...._............_. Agreement: The undersigned agrees':to install the aforedescribed .I:ndividual Sewage Disposal System in'accordance with the provisions-of T_T u,.- 51of-.the State Sanitary Code—The tin ersigned further agrees not to place the system in operation until a Certificate of Compliance has bee is ue t oard of health. Signe -17- .........--•• ....--•••-••--••............... ................... -41 Application Approved B .•_••-_• l to PP PP y-•----•--•• ._... Application Disapproved for the following re sons----------------•----••-•---•---•------------------------------•-------------•------------------•••-••......._•- •-•-•-•-••-•-•-•-•--•-•••-•-•••--•-----•--•--•••••-••---•-•-••••-•-•-•----•••••--•-•-•-•-•--•••••......----••-•-•-•--•-••••--••••--•••••--•-•--•-••--••-••••---•-•-•-•-•••--•--••---•-•••------....--•-- Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS � hh BOARD 07 F HEALTH .......l.l.' 1 ..................OF....ta.t. .` .).'.\ ....- =................................. Trdifiratr of Tomplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed X ) or Repaired ( } by...............L-� ......-•----•--.....-•--•••••---•----.....-------•-----••--------._.....•-•--••-•-•-•---••---•---•-•-----.._..._..----•-..........-••------•--••--•-. at In In has been insmiled in accordance with the provisions of T i T IE j of The State Sanitary Code'as described in the application for Disposal Works Construction Permit No......................................... dated___.-_____._.______--_---..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT YHE SYSTEM Wl► FUNCTIO"ATISFACTORY. DATE........ `T• Inspector......: _ j t THE COMMONWEALTH OF MASSACHUSETTS ,r 1 BOARD OF HEALTH "o ................�� "...........................OF.......... . /�,-:€'�+1.1�.1 / �-G......................... FEE........................ Disposal Vorks Tonotrur#ion "prrutit Permission is hereby granted........�-t=__G, =.�--------------.-_•................ . to Construct ( ) or Repair ( ) an Individual Sewage Disposal System �.y at A'0..L� --_ .--------y_l.. .��. � �......CA.............. ..----------------------••-•----••-------•--......------------........................... _-......- Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... f`� -- -............................ Boar of alt DATE. =f •-••-•-•-•----•-•---•----- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS a' ASSESSO MAP: 46 UJN�G- BK. GENERAL NOTES: PARCEL: 3 REFERENCE: G. 18 1. VERTICAL DATUM: Assumed FLOOD ZONE: C Town of Barnstable 2. MUNICIPAL WATER IS AVAILABLE. d #2500010015 C (8/19/85) 00 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT SYSTEM School Street �� + 1i UNLESS OTHERWISE NOTED. t 4. ALL PRECAST& PLASTIC UNITS TO CONFORM TO o o AASHTO: H-10 & 20 LOCUS N duo #' 5. PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED. �z m° Benchmark set: m 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA Left corner conc.step o� a ENVIR. CODE (TITLE 5)AND LOCAL REGULATIONS. IEL.= 102.36(Assumed) } 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO LOCUS MAP N.T.S. N�.�,5336 E (— CONSTRUCTION. 23512 ! LEGEND: x 101.22 � �,00 Easemen,= 45' 79, PROPOSED CONTOUR t / x 99 PROPOSED SPOT GRADE 1 9q }Wage x 101.22 x 101'71 — 40 - EXISTING CONTOUR z o �� pra �,/.�� x�o, 4 2 . _ — 30.23-- EXISTING SPOT GRADE O N TH-1 25, x 101.69 98.01 rn 1' !� / Fa !; � TEST PIT BASIN OOl•26 f F� i .94 (Po ® EXISTING WATER SERVICE 100.21 WELL SETBACK 100' o ' E)' 15 x'1 ,64 x i 101-.5 tSS�tS , 1 1 101,87 x 01.66 1 10 14 101,90 \ ioo 47 30 51' t BF MAff �98,41 \ I \ loz. 4 Garage 4 , � x 101,80 / Gazeb 102,32 TERRY 9�yG L\ .•_ E C. 1 148 I x 101.80 2X02,06 102.21 OF M = ANN 1oof7s� `° Lot 9 Q�� 9f'r9 WARNER H loo D8 \ \a`� page �� y No. 38721 \ 1 f x 1o1s x 101,61 43,599± S.F. o AMY L. 10082 101,91 0 101.53 ! 1.00±AC. g VON HONE n \ 1 101 2 #32 SEPTIC/GND v y �, RfGlS}E ` 98,6 l TOF=102 94 I Map 46 No. 1068 AWN �10000 (Assumed) =Deck= x 101,49 \ x-102.33 Parcel �y\ 98,95 SET b �o jERty� \ N I TO1.51 I� 101.07 O (� 101,69 r x 101.59 101.08 01- W/oSHUTOFF l/ \ 1 --1a1-� '),6100,99 NOTE: This plan is to be used for septic 1.01.09 x Ibo.44 4 system purposes only and is not to be considered a property line survey. \ 99.66 \ \\10038 7954.ro!V W 32 SH ERYLE'S WAY, MARSTONS MILLS, MA V H 00 \ PREPARED FOR: \ associates Conrad & Denise Caia SEPTIC SYSTEM DESIGNS \ 320 Cotuit Road 32 Sheryle's Way MAXIMUM FEASIBLE COMPLIANCE: �';o° Sandwich,MA02563 99.91 x (a)508,833.0041 Marstons Mills, MA 02648 Title 5: 15:405(1) (b): NOTE: Existing 1000 gallon Septic Tank to be ) (c)508.274.0074 - request 1.4' variance, proposed 4:4'of re-used. Pump and backfill failed leach pit cover over leach facility per Title 5 abandonment procedures. Surveying by: Terry A. Warner. P.L.S. 22 Long Road Harwich, MA 02645 DATE REVISED SCALE SHEET NO. (508) 432-8309 04/25/13 ill = 30' 1of2 } 1 j NOTE:Vent with charcoal filter to be installed for depth Provide Riser over D-box NOTE:All components to be marked with T.O.F.(Full Basement) to within 6"of final grade magnetic tape or similar prior to final cover. variance. Location of vent at owner's discretion. EL.102.94 (Cover to be watertight) 1( F.G. xis 101.5-102.0t F.G. EL: 101.53t F.G. EL: 101.5t Maintain Min.2/o slope over leach facility to prevent pondin Existing ° ty g F.G. EL: 101.5t Install risers w/covers over inlet and a outlet to within 6"of final grade ` r L=10' (Access Covers min.20"diam.per Code) Inspection Ports within 3"to grade 4"SCH 40 PVC L=40' 0 0 6 " 4"SCH 40 PVC , '4"SCH 40 PVC S=6.6/°(2/oMIN @5=2,7%(1%MIN) ::=rE ®. ®® To of Uni Breakout EL.97.1 Existing Main Line 6" @S=21%(0.5%MIN) ®®�®®®EL. 100.19 EL 99 28 12" ®®®®®® 2 Eff. Depth EL.99.53 Install Gas Baffle EL.98.1-7 EL.981'0 ®®®®®® EL.93.9 PROPOSED DB-3 EL.95.9 H-20 DISTRIBUTION BOX Use 2-500 gal. Precast H-20 Chambers with 4' of double washed stone , (Install PVC Tees} Wllf (25'x13'x2') EXISTING 5.14 EXISTING 1000 GALLON moethan one outlet SEPTIC SYSTEM PROFILE H-10 SEPTIC TANK EL.88.76 PRECAST CONCRETE ADDITIONAL NOTES N.T.S. Bottom of TH-1 `Per As-Built dated 06/07/1991, DESIGN CRITERIA SOIL LOG 1• Contractor to confim soil suitability prior to installation. Contact BOH and Design Sanitarian in the event of varying soils from original soil test. Number of Bedrooms: Existing 3 Bedrooms SOIL EVALUATOR: AMY VON HONE, R.S. S.E.#2517 2. Failed leach pit to be abandoned per Title 5 specifications. INSPECTOR: DAVID STANTON, R.S., BOH Soil Type: Class I DATE: APRIL 25,2013 11:00 AM Design Percolation Rate: <2 min/Inch in C3 Horizon PERCOLATION RATE: <2 MIN/INCH IN C3 3. Water line to be sleeved at any sewerline crossings and within 10'of any septic PERMIT#: 13932 components, as needed, per Water Department requirements. Daily Flow: 110 G.P.D./ Bedroom x 3 =330 G.P.D. TH - 1 TH - 2 4. Distribution box to be placed on 6" crushed stone or compacted, level base. Design Flow: 330 G.P.D. (Min. Required) EL.101.26 EL. 101.4 Garbage Grinder: Not Allowed A A FLOOR PLAN Sandy Loam Sandy Loam Leaching Area Required: (330)/0.74 = 445.94 S.F. 8" 10YR4/3 100.59 6" 10YR4/3 100.9 N.T.S. Septic Tank Required: 330 G.P.D.x 200% = 660 G.P.D B B Minimum 1000 Gallon (Existing) Sandy Loam Sandy Loam 24" 10YR 5/8 99.26 24" 10YR 5/8 99.4 I Kitchen Use 2 500 gal. Precast Chamber Units (H-20)with 4'of wash.stone: ...... Dining I. :;;` :; Room 4 on sides, 4 on ends in a Trench Configuration: 25 x 13 x 2 :Loamy Sand>:ttr# ;:. :;?i Loamy Sand 3:::......:: 40" >' " ' 10YR6/8;;...............; ; . ;97.93 42" :':'• ''. 10YR6/8,:. ::':: ' 97.9 Gara a Sidewall Area: 4'(25' + 13' = 152.0 S.F. :... :•:. ; •:;:;•;:•:. .......I.. ........................................... . . ..........:. g Bath ' .................• ••;;C2:it...... >:>:i>t. ;:;;;:•;:.c2:..................... I End Wall Area: = 2 . ............. ...............::•::::::..:::: 25 x 13 3 5 0 S.F. ......:..;•:.;• ....................:.:.....:...• ..... .......:•::•::::.. ::Srrr:Silt Loam :# :y•':: :::;':;::':Silt Loami:'•iii: i: ' Total Area: ::' t^2.5Y6 3••":•;:Sri??...... :: ? r 2.5Y6 3 477.0 S.F. i / ... ... / ... :::::. >..... ............. ...... .... *Unsuitable:;: ;... :tt...*Unsuitable:...:: '::: Living Room 64" '•' 95.93 66" >` 95.9 Bedroom Design Flow Provided: 0.74(477.0 S.F.) = 352.98 G.P.D. C3 Perc C3 1st Floor 3 Coarse Sand @ Coarse Sand 32 SH ERYLE'S WAY, MARSTONS MILLS, MA 10YR6/6 74"B 10YR6/6 j V H PREPARED FOR: I Bath associates 150" 88.76 132" 90.4 SEPTIC SYSTEM DESIGNS Conrad & Denise Caia No Groundwater Observed No Groundwater Observed Unfinished 320 cotuit Road 32 Sheryl e's Way PERC RATE:<2 MIN/IN.(C3 Horizon) Basement Bedroom Sandwich,MA02563 ' Bedroom (0)508.833.0041 Marstons Mills MA 02648 24 Gallons in 3:48 minutes 1 2 (c)508.274.0074 Family Room (Below Grade) 1,Amy L.von Hone, R.S.,hereby certify that I am currently approved by the DEP pursuant to , surveying by: 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been Terry A. Warner. P.L.S. performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that Harwich,LonMARoad 02645 DATE REVISED SCALE SHEET NO. I have successfully passed the Soil Evaluator's Exam on November, 1994. Basement 3 2nd Floor (508) 432-egos 04/25/13 1" = 30' 2 of 2 1