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HomeMy WebLinkAbout0059 FORSYTH COURT - Health M-Forsyth,,Court ,,. A= 055-062 Cotuit — -- - --- - — -- AsBuilt Page 1 of 1 Q TOWN OF BARNSTABLE` LOCATION 5 l FcQsyro couPT' SEWAGE# 20t1— 30i VILLAGE C O t V t ASSESSOR'S MAP&PARCEL 5 S 6 2_ INSTALLER'S NAME&PHONE NO. C r4 S uL�, SEPTIC TANK CAPACITY 1000 !j A L j LEACHING FACILITY:(type) (size) (,4 4 � X NO.OF BEDROOMS Ll OWNER 04,;) 5'.m Le K S(e Q 1ie,i A PERMIT DATE: R y Z o ti I COMPLIANCE DATE: IO •s Z o 11. Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 00 (4 O 10 Feet , Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHEDBY CAp�wi�2 CntcrA'���s t,c L i i G yrc.SC j q-7:y-'' 3 ® A--3= 51.7 13-3=3 1' OS 06 R -- �, �. y 7- O_ A " s - Btu-7. 6 TO http://issgl2/intranet/propdata/prebuilt.aspx?mappar=055062&seq=3 11/7/2013 TOWN OF BARNSTABLE LOCATION 59 I F o OZ S V'T-" C 00 f SEWAGE# Z 6 `i— 30 1 VILLAGE C® t y t.t ASSESSOR'S MAP&PARCEL 5 �- INSTALLER'S NAME&PHONE NO. C4 p•et-0 k d (_ s CL< SEPTIC TANK CAPACITY 1000 !j.AL pp LEACHING FACILITY: (type) STO/)e CSS e-(cX (size) i�-I y X Z S� NO. OF BEDROOMS 4 OWNER ai M I.&& S (e e✓t A A,`1 PERMIT DATE: 'Gl o to% I COMPLIANCE DATE: !® `� — �� ►� Separation Distance Between the: Z Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility i�� F{ O ,O Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHEDBY CApe -de Cvl�t°���15�'S (�� p6 3 A-� ti, a-G_y-6� 07 „ 13-7- 8 A No.z© I ' �;o + r Fee*/W a) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppf cation for Misposal *pstem Construction VPrmit Application for a Permit to Construct( ) Repair( ) Upgrade X Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. .5`i F-cd95YTH d OL4-'r Cat UoT Owner's Name,Address,and Tel.No. DAvtD Siw�ElL ST e?�N"��-T Assessor's Map/Parcel rj 5 (p ow P O'GOf. (3-74 COT A t f-(A 0;163 S Installer's Name,Address,and Tel.No. 50 B-q7`7-8g77 Designer's Name,Address,and Tel.No..Sp$-273-- 03 7 I a554 C�'.yEy Gil to Type of Building: Dwelling No.of Bedrooms 4 4tilC--t) Lot Size 3�� sq.ft. Garbage Grinder( ) Other Type of Building LZ C No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qq(' gpd Design flow provided qq4 gpd Plan Date C[-I-11 Number of sheets Revision Date Title 59 Fo[ZS YT!-F ®y e-i Size of Septic Tank 1000 Type of S.A.S. Description of Soil 5r=C-__ '6_ t A-t J N6;7 U SAIL)b Nature of Repairs or Alterations(Answer when applicable) OTJLiz-%j': CiXvgn.L6L 1000 Cv-4-c.- ifk-,k_ Ti) Mft) D -ZoV 1 ;1S e�izCr Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to.place the system in operation until a Certificate of Compliance has been issued by this Board of He Signe Date q 9 Application Approved by Date Z Application Disapproved by Date for the following reasons Permit No. Z-0 1 ?0( Date Issued C( � [ 1 s R, * of No.Z© I I go ' :ry Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISI(Nf=TOWN OF BARNSTABLE, MASSACHUSETTS 21pplitation for bisposal 6pstem ConBtrUttion Vermit Application for a Permit to Construct( ) Repair( ) kpgrade.(XAbandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,59 1:1c>A5Y7H v+T Owner's Name,Address,and Tel.No. DAv t D SUalt,ro R Jr6W*-0.1 QW#W LT Assessor's Map/Parcel !;5 110;t. PC)T3 Oyc. f 3 7 1 C MOLE MA 026-315 Installer's Name,Address,and Tel.No. .509—4T7-997-y Designer's Name,Address,and Tel.No. 50$-2�3 o3 7 7 C` 0GWtGE (=UTa; GPPaSe'S CAC TG �NCzralE�3UAICT Type of Building: DwellingNo.of Bedrooms f - Lot Size {�,3$ � � sq.ft. Garbage Grinder( ) Other Type of Building —1ZE!$ No.of Persons Showers( ) Cafeteria.( ) Other Fixtures I Design Flow(min.required) INQ gpd Design flow provided � gpd Plan Date q.7 /I Number of sheets Revision Date Title -9 '=opy s y" :A �_O ue i t Size of Septic Tank 100n Type of S.A.S. :2 15 ApnQ_ 3&jae �� -���►-bz1�V5� •e Description of Soil _5pf'*I1 K6;D 40401b (2;, 1L.'+ J i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: .s i� Agreement:� .r 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 Hea Signed Date Q 9 `^ Application Approved by Date - `(- Z o 1 L Application Disapproved b Date „. for the following reasons < Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( i Abandoned( )by ebk0twjj)r_ I.C.0 at Liq /►0�,��G?f� �.T !'z��F V t '� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2011- -30 I dated Installer e3c � Designer 1'r #bedrooms Approved design flow Li q,91:7 gpd The issuance of this permit shall not be construed as a guarantee that the system will nction a des n�le Date /� Inspector i ---------------------------------- --•-------- No. Z01/ Feed/C� ono THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS NspoSal 6pstem ConstrUttion Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade(X) Abandon( ) System located at Wit' �N10 T the C T C o7 T V f i' 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 `� �'( � p t+ Approved by 10/05/2011 21 :51 5082730367 #0554 P. 001/001 Town of Barnstable Regulatory Services S, Thomas F.Geiler,Director c � , : Public Health Division .�a 9. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 office: 508-862-4644 Fax: SOS-790-6304 Date: 10-b.r i 1 Sewage Permit# Z'91/ 301 Assessor's Mar/Parcel Installer&Desiener Certification Form Designer: SG En o� 0n)to eec( , TV'C• Installer: CpPe'4.d`',F�4er?ccse,s Address: 2i5l CrOn07Y(Y Vk2nw0 Address: d+uyaDrl�ST 5o$-213•0317 On C'(-� - 20I( �,, ;�, � r� LLIL was issued a permit to. ii.stall a (date) (installe ) septic system at 59 For s yin Coo(� based on a des'gr drawn by (address) S C Engtneuth5 , Tv�C_ dated 9-7-1 1 (designer) I certify that the septic system referenced above was installed subst;av ially according to the design, which may include minor approved changes such as latcra, relocation of the distribution box and/or septic tank. Stripout (if required) was ins;ie.ted and the soils were found satisfactory. I certify that the septic system referenced above was installed with n .jor 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 Regulatic.:ns. Plan revision or certified as-built by designer to follow. Stripout(if required) n:�,p�cted and the soils were found satisfactory. Tr�Mt'�; JOHN L. CHURCH!il JR. ) (In ler's Signat ) ML esigner sSignature (Affix De gn Here P • ASE RETURN TO ARNSTABLE PUBLIC HEAL DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS 1+�MZM AND AS BUILT CARD ARE RECEIVED BY THE BARNSIABLE PUBLIC HVA:,'I'H DIVISION. THANK YOU. - tlAof ice formsWesignercertification fortn.doe • 3 ; of Town of Barnstable i P# Departinent of Regulatory.Services'r �►•� `h'Ublic Health Division Date / �`. f� h 200 Main Street,Hyannis MA 02601 Date Scheduled . t Time_ Fee Pd. i Soil Suitability Assessmentfor Se e Di - sposal Performed By: x ic, a_k 91 Me-1,A CiT C,*, —+ W tnessed By: LOCATION& GENERAL INFOKMATION Location Address .5Q �O $ T L .- 1 1 4 i£ a'.ueT Owner's Na044, C OTC 1—r `7 Address Assessor's Map/Parcel: �� 6� /b I V o� Engineer's Name NEW CONSTUCTION REPAIR R SC .rn9;n tm1S • 1 Telephone# '�Z � 7 �U$ 27 j`o377 Land Use 561gte. �a.mjy A11� 16 Slopes �o Surface Stones Distances from: Open Water Body -- ft Possible Wet Area - s ft Drinking Water Well Drainage Way ft Property Line 7 t d —__ft Other �_ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands-in proximi tY to holes) of-Ode k p.L44 � I Parent material(geologic) OuAW&A1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Dttecl 60 tfl;e(ym Depth Observed standing in obs.hole: 120 In, Depth to soil mottles: 1 Depth to weeping from side of obs.hole: In. Index Well# — . Reading Date: Index Well level . Groundwater Adjustment fr. AdJ,factor Adj.groundwater Level, Observation PERCOLATION TEST.. Ditto25-11 Thee Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ `�f/ A If Time(9"-V) End Pre-soak /D'2' H Rate MinJlnch .L C 2 Site Suitability Assessment: Site Passed S Site Failed: Additional Testing Needed(Y/N) Original: Public,Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Consel}vation Division at least one(1)week prior to beginning. Q:\.SEPTICIPERCFORM.DOC DEEP.0113S RE V TION HOLE LOG Depth from Soil Horizon Soil Texture Hole# i Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Stnucture,Stones,Boulders. ®_2 � nsi ten Y %aravPn Z wer Z 10 _ — _ /0-yr3/t (`clir 12"3b 3b'1.20 C- �� _ i,.SYY(- Depth from DEEP OBSERVATION HOLE LOG Hole# 2 Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. L E Ti en el R ZS /6 Yr -1/1 _ --------------- 3(D-IYO C, IHI5 2-5- G -------------- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. it DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. __-Consistency, Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No:V1. Yes.,6.,,,,_ Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ` e-5 If not,what is the depth of naturally occurring pervious material? Certification I certi that on �� 27- 9 g fy (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expo r' e an perience described in 310 0VM 15.017. Signature Date 9" Q:\SEPTiC1PERCFORM.DOC No.�l:.!�0. , 1zh 5 ,�. Fss..1...�.................. 4; THE COMMONWEALTH.OF MASSACHUSETTS BOAR® OF HEALTHMAP PARCEL • ��- ...........................................OF....................................... —. JOT ApplirFation for Uti"vs al Works Tomil•rn.rtinn Vami# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: �#155 .. . ..� •._......'��...�.. - ��6� - ��........._..�......---- ..............•---•---•--•----•-----•----. ovation rt's ...1N:. .. . ................................. 'Box 3 Q Y�...�� .:•................. . /7�/ / ddress `'a f!.F .-----•-•---•.......................................... 4/c�/� Installer Address l, © Type of Building Size Lot-____....i_____________...Sq. feet U Dwelling—No. of Bedrooms.___.___. _..........................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of BuildingNo. of persons____________________________ Showers — Cafeteria Pa Other fixturs ----•-•--•---•--•---•--••-•-•-•• - W Design Flow________11®_x_______________________gallons per person per day. Total daily flow.....____.3___3__o....................gallons. WSeptic Tank—Liquid capacity_/__gallons Length...... Width----�........ Diameter....:........... Depth................ Disposal Trench—No..................... Width_..._pp--_.._.-___.__ Total Length.....................Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter....6??:.r... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank ( ) `4 Percolation Test Results Performed by........................................................................... Date W Test Pit No. 1_...............minutes per inch Depth of Test Pit.................... Depth to ground water......................... 0-4 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R; ..............-.....................................................................................-••---•-•-•---•••••......• --------- 0 Description of Soil........................................................................................................................................................................................... x U -••-•-•---•••••---••--••--•--•........•--•---••••-........---•--••---...--•-•..................•--••--•-•••••-------------•----•---•••--•••------••-•---••-•------------•--------•-...._..---------•-•-- 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 1 I1=j 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of C=pliance has be iss by the ^healt ig ..._..- < ..........................•----•.............../*ID;atic •......---- Application Approve •--• --- -•--•••...................•..__._......---•----••----- f ----•----•---.......--••-- ----------- A Disappro o e following reasons---------------•--------•---...---....-----------------------...-•-------------................................. --••---•.....................•--...._.._..---------•-------------•-----••-••--------------••----------------------------•-•----•----------•-•---•---•--•----------•--------------•----•--------__.__.... Date PermitNo......................................................... Issued_....................................................... Date No.Lt.. /0..�._ FIcs.31 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................O F....................................... Applirtttion for Disposal Marks Tonstrurtion rami# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ter` ..5 ._.....--CCL.. --•-- --.L7 T......... ..............e---`--° ............--•---•--........-••- ....................................... Locatio dress or Lot ... _- ................................ !C1...........'��:.__..A/ L r� Gfl�{l,r �T" 7/. ddressGl�7 '/// C'. .. ,.a ------------------------------------ 6 ...................... Installer Address UType of Building Size Lot___' __56©_..Sq. feet �-, Dwelling—No. of Bedrooms.......................................................................Expansion Attic ( ) Garbage Grinder ( ) a Other—T e of Building ....... No. of persons ..................: Showers a Other—Type g --------------------- P ---- u ( ) — Cafeteria ( ) Otherfixtures .................................................---•-----•----------------•-------•-- -----•......-_---- -�------------...........-----------•-- Design Flow.........�� '.."�. .................gallons per person pe ,day. Total daily flow.-.._.....3. 10 ..................gallons. W WSeptic Tank—Llgmd capacity./ d.ga]lons Length................ Width....!V.......... Diameter---------------- Depth......._--_...... x Disposal Trench—No..................... Width..........:........ Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No....:................ Diameter.... !' .._ Depth below inlet............_........ Total leaching area.........,........sq. ft. Z Other Distribution box (✓') Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date.................................... Test Pit No. I............:...minutes per inch Depth of Test Pit.................... Depth to ground water........................ LT4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................... P4 •----------------------------------------------------------•-•---------.....-•--•-----------•--•---•........................................................ 0 Description of Soil...................................................................=................................................................................................... x w UNature 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 TITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate o ompliance has ee.i iss by the�i ,qA-o "healt lg ------- --- -----• ---- ---•---- -----------------` f .�� Application Approved • ---- ---.....t..'...................................................................... f --------------- f 7Date Application Disapprov d.,f'o a following reasons:................................................................................................................ ••.....................................•--------------------------•-----...-----------.......-------------------------•--------•----•--•---............................................................ Date PermitNo......................................................... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF.' HEALTH ..........................................OF...................................................................................... { %lurrtifiratr of Toutpfitturr fTHI-11 '. 16ERTIFY, That the Individual Seiiage Disposal System constructed ( or Repaired ( ) by....... A7.-------------------------------------�' " / - Installer has been installed in accordance with the provisions of TI=' ''F•' 5 of The State Sanitary Cod's ribed in the application for Disposal Works Construction Permit '0.__.7�.. ...d .................. dated...1, f ______..........._._. r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION ATISFACTORY. . 4 ✓ Inspector. --------------------------------------- DATE THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF..................................................................................... /C� No._. ._�._..../_... .... FEE--:�................. Disposal R °�� Ton#rnr�io amit . Permission is reby granted..S_A—Z .:.......--••...fi,46,s "P"--A.....-••-•--•........................................................... to Construct ( &or Re ) a Indivi al Scwaystem �at No._-------•-------------r....•----- ----- • �D .f L?l��__.... --------- -------•--•------•---•--------••----------------•---------------------.--- +'� r Street as shown on the application for Disposal Works Co,St ruction Permit No..__ ,_ .......... Dated.......................................... ................................•. ------------------------------...-----...------...._......_--•-- +" Board of Health DATE...... (CC.9..--• -----• --•-•-• --- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ;�� <,,►►�G�c-. FAM►�Y - 3 Bcotiz�oM. . ... ,. �. t-�r�l�S`�`f-L� � ,,, „ uo GARBAUE G Il �A►t_Y Ft_0W .:.i O X 3 = �3oG.P17 q SE.PT%G a3oxl5o % = A9rG.P. o i ii u5c• 1000 GAL. Ion _ � _ • � tl I �� c�15Po5AL PIT �4E t000 GAL. _ 5►DG&WALL A2E/a = 150 5.ri (az 3 f F p X 2.5 r 3�5 G.Po - , ta b W4.4 10 5. � 5 50TTOM AA; . f 0 5 F•_ RE .\ r 1 •�� � •1 I 13 . II 50 S.F x i• o R 5o G.Po � ! 'ToTA1- COIL , II TOTAL T>A%%-Y �/eb w i, PE2COLATION RATES IIN VAIN oP--Ll~55 �, - -� PIT qc•S 'I �H OF f &Qf � OF Mgs�q — -- _ G�►K R Av" _ 93.3 _ Lei 1 :•' RICHARD a�, /�° AL:AN �� _ � - - -aG•9 - �� ` A. W- uBAXTER r'i, ' ,�, 10NES M /�"', —T ql•'1 ` q2 9 �9S �N .230484 o n, 25100 Na SU4t� , V7 TOP FWD aIAG' ►00v INV• DUST. INS/. GAL. 9"1,S 2 0�X �� SEPTIC 1 000 1 wq. TAN K GAL. q4,o �(7 - LEAC►1 PIT INV. INY. wlTu 1z ' 6TvIJ6 � IW� -+�1 �«— Coy -•�1•�- GE2TIFtGP PLoT P1_.A►.I PR.0FILr== Lo4A-TIoN ��U17- N O• 5 GP.1_E 5 GA L E 1 IT 6 D AT V_- No WATr R. � f•>o�ib� P�.p,N REFSREN GE G E R'1'1 F Y T H AT 'f µ E 'P I�t/t�-�t.1 G :5"O W N NE9 r-O 1 GOMPL`�5 D6LIN C-.A M P S ^T � e M E NT H o f -t NE �r -(o W N O F A �$ANC IS 1o't " w N� V LOCATED •WITNI T FL oD P v.IN DATED .) -��`""� AXTaV_ t`.1`{6 INS• B IR.EG I SZ 6Q6•'D'I,.AN D s u ev EY�eS Tuls PLo•N 15 NorT 4n5c p p1° AN osTER.vILt.J= • MASS. II Iu5T9_uMENT SueveY 'rHE OPFSET5 6w0uZ) _ Ho-r DE u5EO'To APPLtCA►-4'r \ �� �. PM&Lzy Tag,,71 1 . A a t Z/- -3 CED . ,5-0.2 V LOCATION SEW gGE PERMIT N0: VILLAGE -� INSTA LLER'S D NAME i A,�RESS goy � � ® UILDER OR OWNER 914 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED y3 -5 No. •% �G-- .Z. Fps.... ®. ... THE COMMONWEALTH OF MASSACHUSETTS �rA BOARD OF c/ HEALT —, .............. _- ---%.................... enfiration for %Voiiai -..__. arks Cnunitrairtiun ,11amit , Application is hereby made for a Permit to Construct (X') or Repair ( ) an Individual Sewage Disposal System at: t /l Z.0 rW y3 es ��'�/� ....................................................... Location- ss or Lot��r o,r/ �I -r%rl�G2 �r �r/�S�o - _.._�....Q ... ................. f Owner Address y Installer Address UType of Building Size Lot--- ..Sq. feet Dwelling—No. of Bedrooms``._._..._..�.........................Expansion Attic (�) Garbage Grinder (­j aOther—Type of Building ..................__________ No. of persons............................ Showers ( ) — Cafeteria ( ) Pa Other fixtures .....................•-••- -U _-.-•----------.........----- W Design Flow.............. ......gallons per person per day. Total daily flow..........................:.:................gallons. WSeptic Tank—Liquid capacityA�dgallons Length................ Width-______-.-_-__-- Diameter................ Depth................ x Disposal.Trench— •............... Width.................... Total Length-----_..._........ Total leaching area.................... ft. _____ _ Seepage Pit No_______ ______ Diameter....../ff____.... Depth below inlet.................... Total leaching area..JZM..sq, ft. Z Other Distribut Dosing,t,,a.,ni�k�� 0-4 Percolation Test Results Performed b .__.1../»'..�.J. s__ ._.!I ` . ............... Date__.. ._,7 _:; .=:_:.�_•____. as Test Pit No. 1------ _.__ minutes per inch Depth of Test Pit.............. .... Depth to ground wat r...... Gr4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ + _ .............. .......................................................... ODescription of Soil.................... �� ... ' v ----�-------•-•-•----------------------------------------------------- x t., ---•-----------------------------------------------------------------------------•--------------------.........•-----•••-•-•-----••-----••--•-•-------------•-•-------•---•--•..............-•--•-..... x -•-•-------------------------------------------------- - ........................................... .......... - U Nature of Repairs or Alterati ns—Answ r w pplicabl Q __'___ ///Qh _.._,r,_. ..._ .............. Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLL 5 of the State Sanitary Code The undersigned furth rees not to place the system in operation until a Certificate of Compliance has been i ed by the board of hea Sig d.. �{ to � �/ Application Approved By......: . . ..r... `' Date Application Disapproved for the following reasons:.................... .... .........................................................;..........................................................................................................---------------------------------- Date PermitNo........................................................- Issued-__- .................................................. Date ..a1t 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA .T ..................OF...... ........ . cef�'?"+ . f .................. ,� lirtt#i> n for 11hipos al Works Tnns#rnrtiun rrmi# Application is.hereby triade for'-a{Permit to Construct ('! ,:or Repair ( ) an Individual Sewage Disposal Systein ate is B ocatw ......... .... ... ......._.*/ wner .. � ...... ...... Address .......................................... ................_.._........... ............. -- ..... ••.......... Installer Address jx d Type of Building Size Lot..`� .Sq. feet Dwelling—No. of Bedrooms.. + .:.................Expansion Attic (e) Garbage Grinder,(000) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria (� ) p'1 Other fin tur s ...... ., - . _ --••• Design Flow.............. :. r gallons per person per day. Total daily flow___..._ ____ ___._._____._.___gallons. WSeptic Tank—Liquid'capacity�� gallons Length................. Width... Diameter................ Depth ............. x Disposal Trench—No. ................... Width......._......... Total Length r Total leaching area..... sq. ft. Seepage Pit No........��....... Diameter...... 0_....... Depth below inlet._ ...... Total leaching area._22 q. ft. Z Other Distribution box (✓f` `'` Dosing tank ) '-' Percolation Test Result Performed by...._. »"� .. ________________ Date._.,: ,. Test Pit No. I.....-•.-__-----minutes per-inch Depth of Test Pit____________________ Depth to ground water--_-_..-_____-__---__--. f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.......................... �+ - ODescription of Soil............................... ..,.-••-•-•••.....---------------•--------•-••-•........--•--------•- V -------------------------------------------------=................................................................................................................................. W ------------------- ------------- ........_.... VNaturgF k Repairs or Alterations—Answer when applicable.............. ... ___ .. -•-----------------------------------------------------•---•------------------------•-------------------------------------------------=.............................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Di sal System in_accordance with the provisions of iITLi; 5 of the State Sanitary Code The undersigned furth agrees not to place the system in operation until a Certificate of Compliance has bgen is ed by the bo d of h Sig d_. . ... .. ` �� _ . ...���.. .............. Application Approved By...... , `• .----- •---- j0..................... Date Application Disapproved for the following reasons:--------•------------------------------------------------------•----------------•---------•-- ...........--- -••......................•-•-•--•............------••••••••..................---------...................-•---•-•------••-•--•-•--•-•------•--•--------•----••---------•----•-••---------•---•...-•-•--- Date PermitNo.......................................................... Issued_....................................................... Date -t THE COMMONWEALTH OF MASSACHUSETTS BOARD OJF HEALTH ..........................................OF....................................................... ................................. C9rdif iratr of Tomplittnrr THIS (0),CE FY at the Individual Sewage Disposal System constructed (� or Repaired ( ) by E�--- ---- ------------------------- .......................--------------•...-----.....---.............•--.._....-•-------..........---------- fInstaller , at ' . ': i'd �..----------------------------------------------------------------------------•--•-•--- has been installed in accordance with the provisions of T ,� The State Sanitary Code as d scribed in the application for Disposal Works Construction Permit No "-------------- da.ted---i-`-'2------ ��1`-.................. THE ISSUANCE OF THIS CERYgFICATE SHALL NOT.;,,BE,CON. UED S A:GUARANTEE THAT THE ''` SYSTEM WILL FUNCTION SATISFACTORY f DATE . Lf�� ... Ins eetor ....--- ................... 5,'�'sr�;{M.:apr;u:. Nh4'�mPia..:... r� ` THE COMMONWEALTH-OF MASSACHUSETTS`;' B0ARQJeff HEALTH C'711 ............f ..�..�...........OF..... .?�',��'�.�./J .....----•---•--•............. h��I� No......................... FE.�.................. . . UtsposaY, rk� n; mlion amit Permission is hereby granted_... ---------•------•------------------- --- to Constr ( ) o ep� ( at vdivid ewage D' yst ; T s.�tf' at No.- -•---� r.......... r._ �i8t f Street ....... . .....••... 'a as shown on the application for Disposal Works Construction Pero. ___! ..___.__ ed__..7,_2.6 `f. '_._.:.... f Boardti.of Health DATE:.-•. ---•------••-----•-------------------•----••-----•---•••..._...._ t FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS - 'd t� t / / �{ � O�p�� � � - - �i (/�' ' .. 4 '�:_ .. •fir. •F .�� ` OF Af, - NA 1 I , � �. s f b �� . •t, THOMAS.E.KELLEY COaol /��.r• / ENGINEERS_SURVEYORS 346 LONG POND DRIVEF SOUTH YARMOUTH,MASS. 02664 \� / '� CERTIFIED, PLOT. PLAN 0F M,�ss 1 I f / GRETE GN `r I 1 I LOCATION 4:U/4 :� �✓ M. t^ it I y> BOHANNON SCALE DATE .='J. .. . . . 3. Q— r, ,p No. 2s106 o PLAN .RUERENCE• 4� i 3 v'[ ,� / �., . L.��?�t/,.�• C-�0�,�2.?`-�'. �� a`` ;�, o , ��Sf 13i'i e'er✓4 c✓ Aasf 0232S D r i l r.r � •. r=. .jTes1/GrtJ 'E/lJQ LCERTIFY THAT TH SHOWN'.ON,THIS CATEO .N THE (iROUNt) < f5A' % � .�. ��v�'ei� AS SHOWN: THAT IT CONFORMS TO?H '' _ ,. SETBA ENTSrdFnTNE�,TOWN NSTRUC WFIEN�COTim a ;, t .ram t �yJ DAT PETITIONER: s , i4ND YOR' `�SURVE rREaISTERED.-l L. TOP OF FOUNDATION CONCRETE COVER f ° - CONCRETE COVERS n o 40 CAST IRON '12"MAXnr �nmr»r 12"MAX. '�'°„ ''n• I PIPE (OR 4"ORANGEBURG(OR EQUIV) EQUIV.) MIN., PIPE- MIN: LEACH' PITCH 1/4"PER.FT. PITCH 1/4 PER.FT ` PIT_ PRECAST ,LEACHING o' INV �I� °. a :.••• INV T T IN V RT V Q•�' PIT:OR SEPTIC .TANK EL. F�.�� DIS EL >x` EOUIV. � o INVERT �� BOX ��-� pp /S. . .. .. GAL INVERT .•, F"Q . ,� o; EL. r11:. INVERT w W �" •.�. 3/4 T0.1 V2� 1 o � EL EL. /Q• �Q WASHED i / W STONE I PROFILE OF GROUND 'WATER TABLE SEWAGE DISPOSAL SYSTEM I NO SCALE" S IL LOG WITNESSED "BY : ' DATE � 9 .7 ... TIME 7-7BOARD OF HEALTH TEST,HO E I TEST HOLE ENGFNEER J ELEV. '.8. . . . ELEV. .. . . . . . . . DESIGN DATA NUMBER OF BEDROOMS ��� . . . ! N�92liE�i�.!'s. 14$4TOTAL. ESTIMATED. FLOW GALLONS/DAY I� BOTTOM LEACHING AREA �8+ d . SQ FT. /PIT { 98" CIOTvjr SIDE LEACHING AREA ."w4•: 40. SQ.FT./ PIT GARBAGE' DISPOSAL .� .,.(50% AREA INCREASE) TOTAL LEACHING 'AR//EA''��`,��,,�YQ� .r: SQ.F.T PERCOLATION RATELc.� 1 y / .C*40 MIN/INCH / 'LEACHING. AREA PER PERCOLATION RATEe;� P. SQ FT NO.WATER ENCOUNTERED NUMBER OF LEACHINGC PITS . 7o' o 1221 APPROVED . . . . . . BOARD OF HEALTH �� T� ✓�� ��` �« S r .v.of DATE . C AGENT OR INSPECTOR THOMAS E.KELLEY C04 o/L ENGINEERS-SURVEYORS aFM 346 LONG POND DRIVE SOUTH YARMOUTH,MAS& THO 02664 g rNi+ f �p lwe NA PETITIONER � • t a t { T '' ---- --- -- —__ 11 Ll 0 ° � I E`. I GA WF'a .... _ - _ 22' O ;(�4 �Kto \ UT CaaT_ _ A:eaN1.Aep1£►cr BlEb[s.o✓t2 T - b _ Tw 2gdL D JZ14G c ox . Ti: .- -� \IT AQw Z Sy:•4 1 \ . \F� •Rt I tA 7 � n - yx �pt iNill,"I P _-----ER lsT ._1X12�/G°.•c 1 i 1 I I T.O.F. EL.= 51 .8'± WISH GRADE OVER D-BOX= 48.7'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 48,7' - 49,0' GENERAL NOTES PROVIDE EXTENSION RISER INSPECTION PORT WITH SLOPE @ 2/o MIN. WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"INLET F.G. RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN 3"OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE F.G. R TANK EL. = 5O,$'± 5"DIA. OUTLET(S) F.G. (ONE PER OUTER ROW) CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 51 .0'± OVE - --- - -- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. EXISTING 4" PROPOSED 4" 9IN. 36" AIN. TOP OF SAS/B.O. = 46.03' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL //--_-SEWER PIPE PVC SEWER PIPE 3 "M SYSTEM UNLESS OTHERWISE NOTED. ��" 3" DROP MAX " _ PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 2"DROP MIN 3 9 MIN.SLOPE ,r t- 27TFROM ELEVATION =46.03' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A JOINTS (TYP.) 1 10" 4" PVC 1.33' 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF " * SEPTIC4 PVC OUT TO (TYP.) ?, THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 1 14 \- 4 7.6 ± E0.90, 10.75 (n'p) °CONTRACTOR TO PROVIDE 1 LEACHING FACILITY i 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. SPECIFIED DROP BETWEEN I 6" I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET i CONTRACTOR CONTRACTOR SHALL 46.00' ' 45.60' �-44.70' (laid flat) 2.875' (34.5")--I SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 45.83 (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 5'0' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 6" CRUSHED STONE (TYP.) 5' MIN. 14.375' EXISTING SEPTIC AND REPLACE AS 103 OVER MECHANICALLY REQ'D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY ! ! COMPACTED BASE 1 25.0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE MEAN SEA LEVEL DATUM OF 53.00' i TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 38.70' BIODIFFUSERS (END VIEW) ESTABLISHED ON TOP OF A NAIL SET IN A 12"PINE TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE ARC 36HC #3616BD H-20 BIODIFFUSERS TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING ELEVA i IjN PRIOR DISTRIBUTION BOX DETAIL \ � 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: YTN COURT QP��M� �' '� , ` ,'`" TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM FORS �Oi SWING-TIES SCALE: 1" =20' I+ * - PERC NO. 13389 APPROPRIATE AUTHORITY. s�, 40,WIDE LAYOUT) BOG -.�CY�t \l� INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH ( �� `� -- f DESCRIPTION HC-1 HC-2 - • ti LOCATED UNDER PAVEMENT DRIVES OR TRAVELED WAYS IN WHICH CASE SEPTIC SYSTEM COMPONENT. ' ( x�`; ��� ` EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING. 52', BIODIFFUSER CORNER(1) 46.5' 31.3' � `� C.S.E.APPROVAL DATE: Oct. 27, 1999 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE L-20 _,, `� 4" ) 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. PROPOSED LEACHING SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA s I R oo.p i BIODIFFUSER CORNER(2) 58.2' 45.1' w ��n ,r. �I � "' � DATE: August 25, 2011 SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS BIODIFFUSER CORNER 3 49.9' 56.3' - � �\ � f" `` TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ARE NOT CONSISTENT WITH TEST PIT DATA. O - {� "`.�� r=� 1_� - MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. k } W � (I` ;. e ELEV TOP 48.70 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 4 I BIODIFFUSER CORNER(4) 35.6 46.0 .. "' -� "� Q^ `� " - 3. ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. z �� F'' �' _ "` ELEV WATER- <38.70' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). R, I 111E .>.,a 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN p ---- - - - - - ` �� PERC RATE _ <2 min./inch 1 -�� LOCUS , SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ' 1. V tDEPTH OF PERC = 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: TEXTURAL CLASS: 1 ASSESSOR'S MAP 55 PARCEL 62 40 - 00 �,, OWNER OF RECORD: DAVID A. SIMLER&STEPHEN A. RENAULT 41- t ` { ,,,��°��� ADDRESS: PO BOX 1374 w I HC-1 �\1 C.�` ` �� L .-t,� _ 30 0" 48.70' COTUIT MA 02635 P Fill I S 3� 10 FEMA FLOOD ZONE C „ ' - _ 47.87 w Loamy Sand 4) is 41 �' • A 10Yr 3/1 47.70 COMMUNITY PANEL# 250001 0018 D 12" 17. DEED REFERENCE: LAND COURT CERTIFICATE#76390 ,a114 �`11 a • ;.,-� { B Loamy Sand (3 #59 'I I ( ; . r �� 10Yr 5/8 18. PLAN REFERENCES: r U EXISTING ,4 ,, �` 1. LAND COURT PLAN NO. 3216-C �'`. , 11 - 36" 45.70' ) , 2.) PLAN BOOK 292, FADE 25 DWELLINGPerc w 1) HC- TOF = 51.8'± U I '!_. o, - ✓ f 54" 44.20 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. CO 20 PROPERTY LINE INFORMATION IS ONLY APPROXIMATE THIS PLAN IS TO BE USED ONLY s pt;itSTic cf) w (2 ` /,' • °,' ! FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 3 Medium Sand ! FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 2.5Y 6/6 Z MAP 55 Q . '.a{ %� (loose) J / a PARCEL 61 LOCUS PLAN SCALE: 1" = 1000' 120" 38.70' i No Mottling, Standing or Weeping Observed Benchmark G K STONE DRIVE TEST PIT DATA Nail in 12"Pine � ��� g1 � 3 DESIGN DATA LEGEND 6' � 5z-J PERC NO. 13389 Elev. =53.00' Q` Approx. M.S.L. �� INSPECTOR: Donald Desmarais, R.S. 50x0 EXISTING SPOT GRADE NUMBER OF BEDROOMS (DESIGN) 4 EVALUATOR: Michael Pimentel, E.I.T. w 50 - EXISTING CONTOUR DESIGN FLOW 110 GAUDAY/BEDROOM Oct. 27, 1999 C.S.E. APPROVAL DATE: 9 TOTAL DESIGN FLOW 440 GAUDAY DATE: August 25, 2011 50 PROPOSED CONTOUR /U d -0 PROPOSED SPOT GRADE a/ C GARAGE o DESIGN FLOW X 200 % = 880 GAUDAY TEST PIT#: 2 I ``' USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 48.70' E/T/C EXISTING UNDERGROUND UTILITIES CO ELEV WATER= <38.70' I I -W W- EXISTING WATER LINE I , / I \ ' u a PERC RATE _ - '' " GAS EXISTING GAS LINE \ p w INSTALL 25 ARC 36HC (#361613D) BIODIFFUSERS (H-20) 1 DEPTH OF PERC- I9 MAP 55 TEXTURAL CLASS: 1 TEST PIT LOCATION PARCEL 63 SYSTEM CAPACITY EXISTING J EXISTING 1,000 GALLON SEPTIC TANK 47x5 y o. (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)-GPD DWELLING 0" 48.70' TOF = 51.8'± (125')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 444.0 GAL. LEACHING/DAY MAP 55 3 Fill I PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE P / 00 PARCEL 62 � Tp 2 48�' 35,426 S.F.± TOTALS: A p.. Loamy Sand 47 87 PROPOSED DISTRIBUTION BOX 48.7' e TOTAL NUMBER OF BIODIFFUSERS: 25 10Yr 3/1 PROPOSED INSPECTION PORT WITH .y TOTAL NUMBER OF COUPLINGS: 0 12" 47.70' Q PROPOSED ARC 36HC(#3616BD) H-20 BIODIFFUSER ACCESS BOX TO GRADE (TYP OF 2) TOTAL LEACHING AREA: 600.0 g Loamy Sand �50 TOTAL LEACHING CAPACITY: 444.0 10Yr 5/8 t 36" 45.70' REV. DATE BY APP D. DESCRIPTION PROPOSED TOTAL 25 ARC 36HC (#3616BD) H-20 a �i, BIODIFFUSERS IN FIELD CONFIGURATION \ ( v -- ' PROPOSED SEPTIC SYSTEM UPGRADE P EXIST. 1,000 GAL. SEPTIC TANK TO BF UTILIZED AS PART OF THIS DESIGN PREPARED FOR: PROPOSED DISTRIBUTION BOX `so D Medium Sand CAPEWIDE ENTERPRISES 2 \ EXIST. LEACHING PIT TO BE d' NOTE: C 2.5Y 6/6 PUMPED AND FILLED WITH EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE (loose) LOCATED AT CLEAN COARSE SAND DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER MAP 55 ° / "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO 59 FORSYTH COURT ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST PARCEL 53 ' MODIFIED JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052. COTU IT, MA O SCALE: 1 INCH = 20 FT. DATE: SEPTEMBER 7, 2011 120N 38.70, ��� 0 10 20 40 80 FEET T� No Mottling, Standing or Weeping Observedmow ``' JOHN L. PREPARED BY: RESERVED FOR BOARD OF HEALTH USE �._ CHUR HILLJR. % JC ENGINEERING, INC. IVIL 16 2854 CRANBERRY HIGHWAY A 1,97 EAST WAREHAM, MA 02538 S82-35147"E SITE PLAN _ 508.273.0377 155.00, SCALE: 1" =20' Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.2050