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HomeMy WebLinkAbout0075 PARK AVENUE - Health 75 Park Avenue Centerville A = 208 007 I No. 4210 1/3 ORA Fendaflex' 100 N I y TOWN OF BARNSTABLE LOCATION llV SEWAGE # `ZJMLAGE ASSE O,R'S MAP & LOT_Zog-oo1 INSTALLER'S NAME&PHONE NO.=% SEPTIC TANK CAPACITY LEACHING FACU rI Y: (type) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: ( 2 O COMPLIANCE DATE: , 2,510 3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by rya � a aa, as ' �D � No. � � FEE 10 COMMONWEALTH OF MASSAC14USETTS Board of Health, IXMq Aga} DV MA. APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) RepairX Upgrade( ) Abandon( ) - Complete System ❑Individual Components Location Owner's Name C Map/Parcel# 2ZI?l Address v ,C-X�>Clxo Lot# -�; Telephone# Installer's Name ^C Designer's Name Address Addres Telephone# _5 Telephone# S3 Type of Building �t'•ec�� 11 Q� Lot Size J�29! sq.ft. c Dwelling-No.of Bedrooms \X Garbage grinder ( /� Other-Type of Building C V-0 A_ O�_M(Z_ Q No.of persons Showers p O,Cafeteria ( ) Other Fixtures Design Flow(min.required) &)C,30 gpd Calculated design flow Design flow provided gpd Plan: Date�2� � Number of sheets Revision Date Title � W Description of Soil(s) 1Ct1 Soil Evaluator Form No. Name of Soil Evaluator , Date of Evaluation § 1 DESCRIPTION OF REPAIRS OR ALTERATIONSo,� � ��� $n g p System w..., 4l' "&rv`ii6i'fiF-$% �i9 'VTITIN-and The unde i ed agrees to install the above described Individual Sewage Disposal S tem iri acc'r"aiis further a es to npt to place tem in operation until a Certcaeof ce hajIbg+ 'issie} Ijo°f' Ie Date 703Signed alth���i THE SYSTEM WAS INSTALLED IN S, Inspections r"'^'"-�,•'!'?`�.'"^.,--vY-�r.�..� ..,xi--'r�.�-�.1.�,;y..-..,.rgljA.,..n-.-t.- r-r-•Mft p'"'.5�.'�i�y7 " *'',�.,.`�.'Sf r�'�'Ve TL,tr�i "'��w...-r..;:tr"..'bi�lv'�:.s,)i7c �,..,°.�:. r�.y.�"''.+. 1 l f 0 FEE 'COMMON 14 Of MASSACHUSETTS l' Board of Health, &XNq Awks� MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair`(o,�' Upgrade( ) Abandon( ) -�lComplete System ❑Individual Components Location � �� Owner's Name ;�� Map/Parcel# ZIQO, ! t. O "1" A Address r� •�C]X OcArMo, FC.A Lot# Telephone# ( (� Installer's Name V_,QxA--_> 5�c SOA—U1cp Designer's Name ', Ott ^ , l `_S 6o C Address Address c c� c� r,►Wit.. A � .R Telephone# ��' _ Telephone# t � Type of Building LC/ � +�, Lot Size� �S? sq.ft. DW lling-No.of Bedrooms w �X l (n ) Garbage grinder (NYA Other-Type of Building P' -0 t (—'C`;-n CQ No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.required) to(,�D gpd Calculated design flow r t�f V Design flow provided gpd Plan:%Date A k t\ t Number of sheets Revision Date Title ` Description of Soil(s) ap'J� -�K� C"b"/CT� l'! �t 1Oc% -- ' Soil Evaluator Form No. Name of Soil Evaluator l 1 n S iI&A, Date of Evaluation 5 o-, DESCRIPTION OF REPAIRS OR ALTERATIONS ci�i —Irt> t 1 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further aereessttonnVIM—tto place the system in operation until a Certificate of omj fiance has been issued by the Board of Health. Signed �tV I o /'� . � Date t l z'7/ v� InspectionCSTl�J No. -)On - ? C®MMONW OF MASSACHUSETTS FEE X exis47 A ! eau 1. /- t� 1 �• nQ /1 E tj Board ofHealthj� ,��ns7G �'J ,del. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) Ocomplete System The unde lr,signeldl her by certify that the Sewage Disposal System; Constructed ( ),Repaired�(�)',Upgraded ( ),Abandoned ( ) 4 by: erowh TS M04-1 , r at Jr (Ark. ,izfnLAC Ol /) V! �lE' has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to applicationY,o.,,7 OQ3- S-7 , dated nI( ¢7 414 Approved esign Flow (gpd) 'l/ Installer !i1/ L �`'`f/L� r2 'r �A// 1( }! -Designer: Inspector: -—) ' Date: 2,5 0& The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. .1 JQ .S f 7 FEE -_..V COMMONWEALTH OF MASSACHUSETTS Board of Health_lam/ A n,"(.4—,_mA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby t granted to; Construct( ) Repair(y Up rfad�e( ) Abandon( ) an individual sewage disposal system at 9 ,5 Park- A/P yl uoo ._ � ��n�� V 1 �(/ as described in the application for Disposal System Construction Permit No. 2003 -579,dated 111�1/4 3 1 , Provided: Construction shall be completed within three years of the date o this permit. AR'local conditions must be met. `` / . Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 11/ I 0 3 Board of Health �l (7T-'tA/ l rr `•! TOWIN OF BARNSTABLE SEWAGE # LOCATION j ASSE OR,S MAP &LOT_Z*8-oo1 VI LLAGE 1 � INSTALLER'S NAME&PHONE NO. �y ISEPTIC TANK CAPACITY /' I r Y (size) 20-c LEACHING FACILITY: (type) NO.OF BEDROOMS ER OR OWNS i � 5 4\J7 BUILD I PERMITDATE: .2 03 COMPLIANCE DATE: . Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any Wells exist Feet on site or within 200 feet of leaching facility.) Edge of Wetland and Leaching Facility (If any wetlands exist Feet ------------- within 300 feet of leaching facility) Furnished by � f At d � Sep - 20- 01 13 : 52 BARNSTABLE HEALTH DEPT 5087906304 N • uL 52501 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. PERCOLATION TEST ALND SOIL EVALUATION EXEMPTION FORM AY hereby certify that the zn�ineered plan sio ed by me c1?tec ,% concerning the property located at ue� co�w' meets all of thz tc(I ow;ng c-ttena. • This failed system is connected to a residential dwelling only. There are no _ornmercial or business uses associated with the dwelling, • Tie soil is ciass!t!ed as CLASS I and the percolation rave is less than or equal to -ri.nutes per inch. The applicant may use historical data to conclude th,s f3c: or may :onduct are:trr.,t•,ary tests at the site without a health agent present • There :s no increase to flow and/or change i.n use proposed here are ;to variances requested or needed. • The bottom of the proposed leaching facility will not be located less than Fourteen 14) ' et aoove the maximum adjusted groundwater table elevation, fAdiust the ;�nunc pater table using the Frimptor method when applicable) Please complete the following: �. "fop oi Grounn Surface E:dvanort (using GIS 1nformauon) Joa(U E3; C w' Flevat:on O _ ad;ustmen( for n.18h G.W. q.,. ... - - .._a1 � _)TI'FRENCF C.ETWEEN and B S'G)tED _ DATE: NOTICE 3asec jport altove information, a repair permit wil! be issued for ')edroems T,,xii ,u:r `:a ;dd.uonal bedrooms :ire authorized to t`�e future without -nuineerec '='n! system plans. �.. ._ �• 1c:iin!':0u pucc.tm Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: C� �� �� t��P Lot No. Owner: �(+�—C, Q ��Q,,�e/�� a Address: %j ] Contractor: 1C9�. �f»S�date���Address: � .fMi Notes: STEP 1 Measure depth to water table tonearest 1/10 ft. .............................................................................. .Date 1/ month day/y'ar STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OA Appropriate index well.................................................... I © Water-level range zone ..................................................... STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well 0 1® ........................... mont /Year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment ....................................................................................... ,.. STEP 5 Estimate depth to high water by subtracting the water. level adjustment (STEP 4) from measured depth to water level at site (STEP 1) ............................... ...................t.......................................................... a 1; Figure 13.--Reproducible computation form. . 15 02/21/2014 20:01 FAX Z 002/002 CARMEN E. SHAY (508)-548-0796 ENVIRONMENTAL SERVICES,INC. P.O.Box 627,East Falmouth,IMA 02536 November 25, 2003 RE: Certification of Title V Septic System Installation: Residential Property 75 Park Avenue, Centerville, Ma Dear Sir or Madam: On November 21, 2003, Roger Roberts, Inc. was issued a permit io install a Title V Septic System at 75 Park Avenue, Centerville, MA, based on a design drawn by Shay Environmental Services on November 19, 2003. XX I Certify That The Septic System Referenced Was Installed Substantially According to the Plan UTILIZED E.XISTIN'G 1500 GALLON SEPTIC TANK I Certify That the Referenced Above Septic System Was Installed With Changes but in Accordance With State and Local Regulations,Revisions or As-Built Plans/Sketch will Follow. The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is Required. If you have any questions, please do not hesitate to call the undersigned at(508)-548-0796. Sincerely, CAR11TEIV E. SHAY ENVIRONMENTAL SERVICES,INC. CARMEN °t3. HAY 1� ' C n E. Shay, R.S., C.S. President ��G I S T 10'' NOV-26-2003 WED 07:44AM ID: PAGE:2 61 LOCATION SEWAGE PERMIT NO. 7.fi' VILLAGE ce tle- INSTALLER'S NAME i D D R E S S 0� J d ��- S oR OWNER / DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED f���, �o l���% e��. yo , �� �,�, . � No.. _ ........... �'i`' Ut) Fps......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1_.OW .....OF.... Applira#ivit for �tspwiFal Works Tomtrnrtinn Vamit Application is hereby made for a Permit to Construct ( ) or Repair ( #-an Individual Sewage Disposal System at .....l�... d:' .... ............................. --• .............•-••----•----•--•--• ....-•-•--••--•-......-•-•............... -..- atio -Address t No. ..... 1'c ear t 1. �r ............... .... 1.1..E...----••...-•--••-•-•--•-•----•....------..... Owner Address Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( ) p~ Other—Type T e of Building -----------------_--.---- No. of ersons........................:..Showers — yp g P ( ) Cafeteria ( ) Q' Other fixtures -----------------------•-------•-•--------.....------. W Design Flow............................................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.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.......----..........--. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a �..----�•---„- .................... jj------------ .................................... 0 Description of Soil------•--`— .e 'f..���{_L1 1.......---••----------------•---••-------• _.-----..........•.--------•-----.---- x ---------------------------------------------------------------------------------------------------•-------...---------------------------------------- ----•-------••.......----------- ........... U Nature of Repairs or Alterations—Answer when applicable---- ......... ................ ............ --------------------------•---.........----------------------•---------------------•--•-••-•----...........-------------------------------•--•---•------ -- o...:.;. r Agreement: .t ,st -i The undersigned agrees to install the aforedescribed Individual Sewage Disposal System;.in accordance with the provisions of LITIL 5 of the State Sanitary Code—The undersigned further agrees not to placethe system in operation until a Certificate of Compliance has issued by the and of health. l gned-. _� ---- ------- ...... --- • � (��_ ..- -- Date Application APPlication Approved By............. --•a•---•--....---- ------- Date_�.�.'�..:. Application Disapproved for the following reasons----------------------------r-................................................. -----•------•---------•-•--- .................................••-•---....------....--------......------------.....------•--....----------•--------------•-•-------•-....--.._ e -----------------------------••-. ------------------ Date PermitNo......................................................... Issued-••- � ---- :---•-------- Date L No---------. .... FEs. '.:j�..:......�`..�:... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........ t ..,... .....OF........ �.,,r: ,../ .. ).1 f , 1A Appliration for DispasFal Works Tonstrurtion Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( r) an Individual Sewage Disposal System at: � _ ; t r 1•_` . i..._----•--•..................... ......•--•-••..._...•---••--•-....................--_.::---•- Location-Address I ��� -����•��--- j ! - + ` ;or Lot No. ff l 7 i �� ................�::_......._.........._....._.......:._..._................•...._...._........_ .................._........_...._........_....._............_........._._........................_ Owner Address W ..................:.....:....f.__.....�..f........_...:..... ......—......_.__.__...�...... r. .............-............................................. Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building --- a g ._......•------ ---------- No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ------------------------------------------------•--•--••-••••••-•--•••••••••-••••-•--•--•••-•••••••••••........••-•-•••....••-•....---•••......•.•--- w Design Flow............................................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.................... Total leaching area. ................... ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed bY.......................................................................... Date........................................ a Test Pit No. 1-__----•--------minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •••••••••••-••••••••••••-•••••••-•••••••••••••••-•••••••••-••••-----••••.....-•--•-•-•----------------•--•......--------•-••..........•. Descriptionof 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 TTT'. 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beewissued by the,bpard of health. gned. ���•-•-••-•...�•-_..... `�G3_l!'? t.l?`✓ - 1 /} ................................ Application Approved By............. �,,� __...d!l�' _.... ....: �= �`e 1.L Date Application Disapproved for the following reasons:........................... •••-••••---•-•••••••••••--•-••......-•-••••-••.........••• •--•-•--••-•-•---•. ................•••••-•••••-••••••-•--••••.........•••••--••---•.........-----•••-••---•-......•••-•--•--••..........•••-•••••••••-••-•-••••••--••••----•-••••-••••-•--•• ....... Date Permit No.- ---•--- Issued-.................................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF....................................................................................... Tertif irate of Tomplittnre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( )`'or Repaired ( ) by.. J.._._.'..':).....:...............................::'....-•----......•-----`----•-............---•---•-•-•---•-----•----------........................•-----....-----•--- I Installer has been installed in accordance with the provisions of TIT r' t of Th�State Sanitary Code as d Pcrihedin the application for Disposal Works Construction Permit No.__.._ __ __ ____________ dated___..__: .__--___4_...._._._............. THE ISSUANCE OF THIS CERTIFICATE SHALT. T BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM tWUNCTION SATISFACTORY.DATE.. '`... r: ......----•---••--...--- Inspector C .. TH<E COMMONWEALTH OF MASSACHUSETTS OARD/ OF HEALTH NJ; " �� � { �`: . . OF...� a! 7r %... . : ...: ................................ o` � FEE...%.W .I.....f.......... Disposal Works Tons#ra ion ami#__ Permission is hereby granted........)..I-• ) �(-- I-/ = ._).,,( �- -/ /.j)._:..................................................../...... 1 to'Construct_( ) or Repair (i� ) an Individual Sewage Disposal System / << at No.....::..: .... •' i �.. r 1 J! f , =T l E-�=� - - -.:.-. ..... ...... ....... ... Street r as' hown on the application for Disposal Works Construction Permi , o________ __ _______ ated...... _............ . r/�/'�� oard o'f Health DATE...... G.._- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS _,y,. *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Y 10' mina'. (torn 4 � Existing Foundation house to s tic tank SECTION A -A 9 ep ALL OUTLET PIPES FROM THE H. ' TOP OF FOUNDATION = ELEV. 100.00 {Assumed) Septic tank covers must bs SETDIS LE ELFTION BOX SHALL BE t2' CONCRETE COVER , .than 6 in. of finished grade PROFILE VIEW OF LEACHING SYSTEM �r�FOR AT LEAST z rT. Grade over Septic Tank - 99.00 Grade over D-Box- 99.00 over SAS-119.00 . f• tfenr) FV}[ 6 - 5.OUTLET :,4 v :,�.. r 1r F �\-(fade KNOCKOUTS f r 3" of ct,/ - 1,,,* Washed Peoetone - S - 0.02 f ` /4• to 1 1/2 Washed Crushed stone - \ a- { '-- t5.5• , t3ulhPe KFwer Hd 2 a 6 HOLE H-10 1 OUTLET `l t' 12- NJI ET -- DIST. BOX f TOP OF SAS - 08.25 ,n tY NEW S=Oral or Greater 3 Moxtmum Corer .• 8,` B 1 q *rr QL Ntv PIPE r` 0 1,500 GAL S- 0.01' per root ' FROM EXIST. FDUNDATIdI rn v' SEPTIC TANK N 10 `;_, , 2 rn H-10 a; rn►.r..>� C o p o o t.�s• t� , s a' CONCRETE tali FouNo� o «rear. rn o o ,C3 C3 C, PLAN-SECTION CROSS SECTION i , I; . !tar c > 4 urns a 8s' r/3 st«,e to txtvree 4 sib " ' '' 6 HOLE DISTRIBUTION BOX ,; I SYSTEM PROFILE t: >n.a 3/4•-, ,/z- 2.2 46 2.25 can stone > , Not to Scale u fffective Hktth �0.5' NOT TO SCALE Lz II Effect ve Length ro xaes v­. ar»aN*wM».*.....+.r. 3 6 tn.ot 3/4'-t 1/2• "s SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES compacted stone ma° 500 - C H-20 LEACHING UNITS !NOTE: . ALL COMPONENTS MUST HAVE RISERS TO'WITHIN 6' BELOW GRADE WIGGINS PRECAST 1. Contractor is responsible for Digsafe notification Not to Scale and protection of all underground utilities and pipes. �o �rn 2. The septic tank and distribution box shall be set level on 6" of 3/4"-1 1/2" stone. 3. Backfill should be. clean send or gravel with no stones over 3" in 'size. Pr 4. This system is 'subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance PERCOLATION ION TES with Title V of the Massachusetts state code, the approved plan M " and Local Regulations. Date of Percolation Test:. November 15, 2003 6. If, during'installation the contractor, encounters any Test Performed By. CARMEN E. SHAY, R.S., C.S.E. soil conditions or site conditions that are different Results :Witnessed By. WAIVER ( per Barnstable B.O.H.) from those shown on the soil log or in our design SHAY ENVIRONMENTAL SERVICES, INC. installation must halt & immediate notification be Percolation Rate: Less Than 2 MPI ® 34" made to Carmen E. Shay - Environmental Services, Inc. 7. No .vehicle or heavy machinery shall drive over the septic system' unless noted as H-20 septic components. Test Hole cC°e 8. 'Install Tuf-rite gas baffles or equals on all outlet tee ends. No. 1 ` 9. All Distribution Lines "shall be 4" diameter Schedule 40 NSF PVC pipes. DEPTH SOILS ELEv. TEST HOLE #1 �� Failed 1 13.3' 10. All solid piping, tees-&'fittings shall be 4" diameter 0 99.00 1 ELEV.= 99.00 `.Cess of EXISTING Schedule 40 NSF PVC,.pipes with watertight joints. -- 0.50 .-i 6.5' GARAGE 11. Municipal Water is Connected to ALL OF The Residence and Abutting Sandy .,-`.�1•r 3. ,ztis Properties Within 150 Feet. 10 YR 3/2 0"-8' A, ' 99.25 L4: '� d 1 ' ��� THE PROPERTY LINES'ARE APPROXIMATE AND Sandy 1 .' �. }r1�Y � 1 COMPILED FROM THE SURVEY PLAN GENERATED BY Loam F:�y�K � � = r_--�� CHESTER BEARSE OF CENTERVILLE, MA 10 YR 5/6 0. ENTITLED " PLAN OF LAND OF CENTERVILLE ESTATES" s"- 34' B. s6.2o I , CENTERVILLE, MA", DATED 1961 Failed t Failed �� N/F A. Stark M AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Medium Cesspool �Q Cess oo 2 p 1 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 3a'- t32 2.5 Y 7/6 .� 1500 gal. THE i'_ i ASPHALT i THE SEPTIC SYSTEM INSTALLATION. Septic Tan -__� 1 � DRIVEWAY t nI PORCH I EXISTING CESSPOOL TO BE PUMPED OUT AND FILLED IN PLACE. I NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE LOT #22 i + I FROM THE EXISTING CESSPOOL TO BE DISPOSEd EXISTING 1 1 I OF AS PER BOARD OF HEALTH SPECIFICATIONS. PORCH 6 BEDROOM i i I NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Pere #1 ROUSE I ( ASSESSORS MAP 208, PARCEL 007 Depth to Pere: 40" to 58" � 1 Pere Rate= Less Than 2 MPI #75 No Observed ESHWT " PROJECT BENCH MARK i °� LEGEND �• No Groundwater Observed 0132 1 1 q TOP OF FOUNDATION CID ELEV. = 100.00 (Assam d) w; PORCH i F104X11 DENOTES PROPOSED SPOT GRADE x 104.46 DENOTES EXISTING SPOT GRADE LOT #A g i r/ PL PROPERTY LINE 14,299 Square Feet N/F Hamblin 96P PROPOSED CONTOUR 99`` EXISTING CONTOUR II 1, 3-24•DIAM.ACCESS MANHOLES DEEP TEST HOLE & I(f r ��,,, +� PERCOLATION TEST LOCATION .s. ..� ..�.-;r.�-:.� ��..�:-•- :• ,� /, .- - KADE FENCE NKOLVET OUT � 6 FOOT STOC �i PICOT P LAN THE ACCESS COVERS FOR THE SEPTIC TANK. 1 � DISTRIBUTION BOX AND LEACHING COMPONENT / ^jam � L SHALL BE RAISED TO "THIN 6" OF t 40 F� �� � STEEL REINFORCED PRECAST CONCRETE NSTALL�TUUFa T GRADE. GAS BAFFLES OR EQUALS Or.RI GHT OF PROPOSED, SEPTIC SYSTEM UPGRADE PLAN VIEW ON ALL OUTLET TEE ENDS OF W1Y) �? `� PREPARED FOR 3 24 REMOVA E COVERS- I MARCIA STEVENS 8c ELIZABETH WERNER _ #75 PARK AVENUE •min,dearana INLET- mN ` 2'mh wet to outlet s' . ta• tvLCY 10•e n T OUTLET CENTERVILLE, MA $ �, LIwa depth Design Calculations . NOFM PREPARED BY: :. 'r:• :� ,� ,-:l Number of Bedrooms: 6 Bedroom EXISTING - (6 Bedrooms Proposed) sq r R �T E. ue Y 10'-01 .. 5,�,' Garbage_Grinder: No .: A M N tiG . Leaching Capacity Required: 660 Gal./Day (MIN. PER TITLE V) `� CROSS SECTION END--SECTION . Septic Tank : 2 x 660°Gal./Doy'= 1.320 USE NEW 1.500 GAL Septic Tank. 0 20 ' 40 50 ;ENVIRONMENTAL SERVICES, INC. y SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 656.5 sq. ft. _ y485.81 gallons 0 P.O. BOX 627 TYPICAL 1500 GALLON SEPTIC TANK Sidewall Area: . 0.74 gal./sq. ft.'. x 254�sq. ft. 187.96 gallons FC R�° EAST FALMOUTH, MA 02536, tSTE a Providin :'a 673.7T gallons a :, NOT TO SCALE 9 9 „ h SqN RCPl., TEL FAX : 508 548-0796 Use. (4) PRECAST 500-C UNITS, HAVING A 2 EFFECTIVE DEPTH, 41 SCALE: 1 =20 IrA (H 10 LOADING SCA�L :. .1 =20 DRAWN BY: CES DATE: NOV.`21 2003 _ TO BE USED WITH 4 OF WASHED STONE ON THE SIDES AND 2,25' OF WASHED STONE ION ENDS AND 3' STONE IN BETWEEN CHAMBERS. _ PROJECT SD496 FILENAME: SD496PP DWG- � SHEET 1 OF 1