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HomeMy WebLinkAbout0115 AMELIA WAY - Health (2) 115 Amelia Way, Matstons Mills ---� i A=148-163 1 sob M5- AtA� 1► ' (is �2� . . yyyl�����I`J` No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS appliLation for bisposal *pstem Construction Permit Application for a Permit to Construct( ) Repair k) Upgrade( ) Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. it AKGL l A klkl M M Owner's Name,Address,and Tel.No. Rat3eltT M i%L1 S Assessor's Map/Parcel ILpgj i 1 s 4a-c Installer's Name,Address,and Yel.No. .5p 8.-4`I Z-'g'j yl Designer's Name,Address,and Tel.No. ,$Q�- G4AGr_t DE Er.l7&RPk6e5: L(-c- ZI C_ 6 j A-ex =%j(_ 15 i Ci D*P54 A&YAq k0c-k C Type of Building: Dwelling No.of Bedrooms 3 Lot Size y' sq.ft. Garbage Grinder( ) Other Type of Building 3 ak nj A4 , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ,�� gpd Design flow provided 3 ch L4 gpd Plan Date l(-.�L- a-a I S Number of sheets / Revision Date Title 1 (j A&(E J A UYAV 84144nC Size of Septic Tank Lc,pp Type of S.A.S.(A Description of Soil Al E71G�,� il*!t A¢as Q� Zb 30— /SCE &k6i Nature of Repairs or Alterations(Answer when applicable) (,$ tF�6S�� l6d� LAX eSt�PTI(,y[YW1< 1j Ck 3 fl -8 dkIo 62) &Q Cutu.4d Lc eb4 c tJ(, 6th 4l %ERS; !pj tT4 Ll iFEgir 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 Hea Signed Date It-to ,-is Application Approved by �AZI Date l I I0_157 Application Disapproved by Date for the following reasons Permit No. 112D J" Date Issued d 4 No.. ` Fee ~` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:%Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplicatlon for Mispoed 6pstem Construction permit Application for a Permit to Construct( ) Repair(u) Upgrade( ) Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. (l$ A ME L(A WAq M M Owner's Name,Address,and Tel.No. P01D(s T M l wt-15 Assessor's Map/Parcel II&1 J(o if 5- 6 U- YJ A- / Installer's Name,Address,and Tel.No. 50 S_14�I 7-19S 7-1 Designer's Name,Address,and Tel.No. $O'j- ;C71-63`7-1 C,�40�cv1Dfi 6rxr&WR.6&S "c- mac, G�(0Q-)4jx-`x =V(_ L1573 cooegk( G s-r Type of Building: Dwelling No.of Bedrooms Lot Size 'j t. D sq.ft. Garbage Grinder( ) Other Type of Building . Pjc p4XZjj M No.of Persons r Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3 gpd Plan Date (—a 401 S Number of sheets �� Revision'Date Title 1 A�6U A WA� A��� A4 l U!!!K Size of Septic Tank Q—t(Lc.U6✓ Type of S.A.S. ('a.� j pd -C(,l)� a4v,(-a 5 Description of Soil hl67) ��40 <S¢�,y7j cE-) Zj Nature of Repairs or Alterations(Answer when applicable) C)S6 �,LG/6 't 0a 06 l o&,4 X) St�PTI C__ThA)K 70 a Son C c�IJ L N Gb�a4r�� ��t'rµ of t 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 Heal . ied Date I! 0 C. s Application Approved by Date /U— S Application Disapproved by Date NJ for the following reasons q f Permit No. 7o(L J � ! " Date Issued 11-14— 1 5 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( x) Upgraded( ) Abandoned( )by (�A p c_ �J l D tr Cl.,Tspp(21:5FS at I AUGU A - Lc Ay 8# l�ltLS has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.19615- r77dated 1/-16 —1 5 Installer (?4f F— (T)EF LLC Designer ZC C—J)[YJcf9jX)Et T�JG #bedrooms Approved desigfrIl ww 3 gpd The issuance o this pe �it shall not be construed as a guarantee that the system wil function designed. Date 3 Inspector �.1 , at�` ------------------------------------------------------------------------------- --- V V -------- No. , Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) System located at 115 A&g-" IICJ AV H I&S-i x-6 ('—L 5 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 complet.d within three years of the date of this permit.•^ _ Date V � Approved by ■11/13/2015 13 :06 5082730367 44JU( r. uui/vvi {� Town of Barnstable Regulatory Services Thomas F.Geiler,Director • Public Health Division NAM i6 9. . Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 - 9 Office. 508-862-4644 Fax: 508 7.0-6304 Date: �" (�( 5 Sewage Permit# olDl '39t7 Assessor's Map/Parcel Installer&Designer Certification Form Designer: 5 L EnStn e.e c On G) , To C Installer: Gaeewicle- �1E�?rises Address: 2b 5 4 C rcnnbec(% ►�'L" 4 Address: i 5 3 Go mm e.r(�('G 1 S�re�t rA,�k watdnew►�r(A 02536 Mush e� HA 0Z6yJ .;o~-273--0377 On ll- f® ' �I- . Gaptwiae. EnVe;e(SR-s was issued a permit to install a (date) (installer) septic system at W5 6M A(ct Way based on a design drawn by (addres ) SG EnStoeact�ng ,ThGr dated �� '2 -1 -5 (designer) I 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. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout(if required) ected and the soils were found satisfactory. s„OF JOHN L. CHURCHILL JR. ( st ler's Sign e) ML 4180 esigner s Signature (Affix De gn Here)' { P ASC RETURN TO ARNSTABLE PUBLIC HEAL DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED By RAM LV, PUB1,IC HEALTH DIVISION. THANK YOU. gAofftee torrmAdesignarcertirication fornl.doc i I Town of BaVAE r bl� �� �`��'�a Department of Regulatory Services i Public Health Division a+ar+ernar¢ Date , MAHa. x'638, 1 A 200 Main Street,Hyannis MA 02601 PED�.l P'koi Date Scheduled— Time Fee Pd. Soil Suitability Assessmentfor Se�v e DLiposaI Performed By: M tCur{El. ?io4pyr6i_, E.I• CAE Witnessed B3, d �f LOCATION& GENERAL INFORMATION Location Address i IS A N(CL,(A W4N M e K , Owner's Name Rv36w, € GYPTAIA Address i A*t cwk 1A)4ki Ll9 /I (p C,^,V6t l0C- GPT (S4K Assessor's Map/Parcel; ' Engineer's Name SC 60CE6i *NG NEW CONSTRUCTION REPAIR Telephone# 0S --4't 1 — $9'7`7 ��,�i'27&-03 77 Land Use ') G-S1DWnAI, Lgiy V Slopes(%) 0-3 ok Surface Stones_ 9 Distances from: Open Water Body .'ISM ft Possible Wet Area '7 50 ft Drinking Water Well rSD ft Drainage Way.s 1A ft Property Line la ft Other r ft SIM'TCH.'(Street name,dimensions of lot,exact locations of test holes 8:perc tests,locate wetlands in proximity to holes) Sc e- Q 4c,( l v A [cvl 'Parent material(geologic) dyr6d4it1 P14,AJ Depth to Bedrock >°ZZ'� Depth to Groundwater. Standing Water in Hole: t3B z. Weeping 15'om Pit Pace '132` Estimated Seasonal High Groundwater 5 13L' B G.6. DETERMINATION FOR SEASONAL IIIGH WATER TABLE Method Used: '1DtQ&r deSg",/ flat) Depth Observed standing in obs.hole: ' 132'A.G.S In, Deptli to soil mottles, 7.132 Depth to weeping from side of obs.hole: 71 1n, Groundwater AdJuNtment N A ___w �(t. Index Well# — Reading Date: Index Well lm,el Adj,Actor � Ad,!.Groundwauf Level PERCOLATION TE ST Date iv (m (S Thue L6 AArq Observation Hole# I Time at 9" w,r Depth of Pere $B e-N>9 Time at 6 Start Pre-soak Time @ /046 il^( _ Time(9"-6") End Pre-soak Rate Min./Inch C �mP9 Site Suitability Assessment: Site Passed Site Failed:_ Additional Testing Needed(Y/N) AL Original: Public Health Division Observation Hole Pata To Be Cotnpleted on Back----------- ***1f percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning, Q:\SEPTicAPERCFORM.DOC I/S DEEP-OBSERVATION HOLE LOG Hole# ► +-Z Depth from Soil Horizon Soil Texture .Soil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. r7 onsistency.q6 Oravel) 0_p sl -`. ` 0 tam IL-3AN C3 40AM1 :54No /n ye 5 fo _ -132-' C DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ra DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%0mych 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 'Yeses Within 100 year flood boundary No. Yes Depth of Naturally Occurring 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? yEs If not,what is the depth of naturally occurring pervious material? Certification I certify that on / �� (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,expertise and a rience described in 10 CMR 15.017. Signature Date ' c Q:\S-EPT1C\PERCPORM-D0C -A4 1 yF f l t3 No.....gS— ... FRs........�.©.�......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Apphration for Di-ripuutti Work,i Towitrurtiun runfit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at -- ..................................... ---- L ti t-.\ddr �n�� r Lot No. . --...... -4.( .' ................•..... ....•.... ..... ..................................................... 9wt �---------- ---- .. J Address -----••-•--V-••-v-•-------...--•-----••-•----•-----......-•--••-•-•--------------•------•---•------ f -`---..._...-........................................................................... Installer Address UType of Building 3 Size Lot__ /ff_l�_____Sq. feet Dwelling— No. of Bedrooms. _.___..___. _-_-_-_.-_--Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building 1� o. of persons----------------_---__----. Showers ( ) — Cafeteria ( ) Q' Other fixtures _______________________________ ___ W Design Flow.........��...........................gallons per person per day. Total daily flow....... ..................galloys. WSeptic Tank—I_iquld capacrt ._a_6agallons Length-----------..... Width__----- Diameter________________ Depth__-. x Disposal Trench— No. .................... Width......-............. Total Length............._...... Total leaching area____._.___. sq. Seepage Pit No.___� � � ..._..._...... 'ameter____/C1..__.... Depth below Inlet..__...._._._.. Total leaching area_��.�_,�•s�-�t— z Other Distribution box ( ' Dosing tank ( ) aPercolation Test Results Performed by.(td_-'.�.G _. r .�'.'.... Date......�11Z ._...... Test Pit No. 1�T..__..__minutes per inch Depth of Test Pit`/_.J�� __.._. Depth to ground water-�_--- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..................... ---•--------------------------•-----....----------------------------------------- ......................................... O Description of Soil....6��_.=-�4---....- rJ .'� d�G.4---------------------------------------------------------------------------- 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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance h been issued by the board of health. Signed .......... .._ - ------------- ....................................... ------ Dare Application.Approved By ......: .......... . ..... ......... ........ ..... -- ..I.�..�.-------------- ---- -----. ..P . Dace Application Disapproved for the following reasons: ...............................................................................:. .............. ........................... ------------.-------------------------------------------------------------- .------------------.....- -- - - „ Dace Permit No. 95--- (/3�... Issued .......�..�.. .7.�.. -57------------------ Date 11-17 No..... •--....... Fres........�.....v......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Di-tipas Workii Tomitrnrtion Prrmit Application is hereby made for a Permit to Cortstruct ( ()4r Repair ( ) an Individual Sewage Disposal System at: •--•---.....--•-------------•-•--- Location-Address) f , or Lot No. ...... ` gwner Address !:_'...v-:...__..�/�/•✓C'•�•-G-•�------•--•-----..._ /Y��cS�o�.J ��c-L S.._..... _..•••• --•................••-___-••• • ----- Installer Address d Type of BuildingSq. feet U � Size Lot_._.�_�_�,%s_d__l�__J- Dwelling— No. of Bedrooms______________,___________________-----__Expansion Attic ( ) Garbage Grinder ( ) aOther —Type of Building �_�_�_�_?!14 o. of persons____________________________ Showers ( ) — Cafeteria ( ) Otherfixtures ------------------------------------------------------------------------------------- W Design Flow.........:57r_______________________gallons per person per day. Total dai� flow-------- -�� tea___________;______gallons. WSeptic Tank—Liquid capacity/ 6 Pgallons Length___-__-_ Width_,`J__ --__-____ Diameter_.__-_.-.._.-. Depth_.�!___....- x Disposal Trench—No_ ____________________ Width......._____________ Total Length____-_________._..__ Total leaching area____________,_..,__..sq. ft. Seepage Pit No-___/....._--.-- Diameter.__.,/!0.... Depth below inlet__.._6._�__..._. Total leaching area.. ���sq�� Z Other Distribution box ( � Dosing tank ( ) e- '-' Percolation Test Results Performed b aJ 1. _E _ /7.. _ �"... Date....___. •? y_.__._-. yet • ' Test Pit No. 1�T_Z.minutes per inch Depth of Test Pit/��� _ _ Depth to ground 40 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------------------------------------------- ---•••----•.-•----------•- ----------- D Description of Soil.___/5-- .___.r ?.�-� ?�` '`?` ��'¢� 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 the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ---------- -----'' < t -/J- . �.:.... ------�.....—`Date------ A lication,Approved B :? PP PP y ....... -. :- . .1�---- s- <�/ ,/ ------./...7_� .. -�........-.�-�-t'.-.....�_:�................... Date Application Disapproved for the following reasons: .................................................. . ............ ......... ................. -----------------------------------------------------------------------------------------------------...._._--------------------------------------------.--- ,r-I Date Permit No. 9,-....-- q - Issued -------------- .. ...�2- p5......... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�er#tf rate of C�nmpliartre THIS_IS-TO CERTIFY,, That the Individual Sewage Disposal System constructed ( V/*)"or Repaired ( ) v -J---------(�------------------------ G.by � it„tau -------------------------------------- ---------- -------------------------.------------ at ........— G e �, � o ... ......... 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. _�. -...y--�.t�._....._......... dated .--3--.12_---- S......._.... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................��....'.. ... -y ?/ Inspector THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 9 TOWN OF BARNSTABLE /6v No......--•---••....._._. FEE........................ �` �iu�ruuttl Turku �l�n�tr�r#Uan �rrntit Permission is,hereby granted----SJ•J _i ...... ••-•-•- to Construct (i/) or Repair ( ) an individual Sewage Disposal System at No.._:_.... _• �IRtP .,/ ........ Of? Street � _ n� � 7 as shown on the application for Disposal Works Construction Permit No-:.-------y _ Dated...... .......... ........_-._.___..__ �.J DATE................................................................................ Board of Health FORM 36508 HOBBS A WARREN,INC..PUBLISHERS TEST ROLE LOG DATE:-.S�.n7" 8277 TEST BY:WELLER&ASSOC. WITNESS:_:. E� PERC RATE: ..-�z ���✓ i.✓cy Zy "77,O y8 GS cv�t�z�,�cPS 70 ySd 1-70 - 3 y,o r;% Z.' A M� N N N DESIGN DATA c,_ DAILY FLOW: o)gc-, otes: //v 2 3309,•w, - - \ SEPTIC TANK:.'.33 _ x 150% y� USE:Too - ( LEACHING FACILITY: J a USE:. i�.G_x.�. CAPACITY: SIDEWALL: /88,5 n r.S Y21 Z_ BOTTOM: -28,3 x A o TOTAL: s`i/ 9 PIPE TO BE LAID 2"LAYER OF 3/8"PEASTONE LEVEL FOR 2' OUT OF OVER 3/4"-1 1/2" WASHED DISTRIBUTION BOX STONE ALL AROUND TOP OF FOUND. / @EL. i y` 72 ALL PIPE TO BE 4"DIA.SCH 40 PVC RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL SEWAGE SYSTEM PROFILE SCALE: 1"= 10' ` GENERAL, NOTES 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES,ABOVE AND SITE-SEWAGE PLAN UNDER GROUND,PRIOR TO ANY CONSTRUCTION FOR '�,�f OR EXCAVATION. 2. INSTALLATION OF SEPTIC SYSTEM TO BE IN PREPARED FOR COMPLIANCE WITH 310 CMR 15.00: TITLE V. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY W�.IH OF/p4Fr9 LINE DETERMINATION. SCALE: -As�/a�'Eo DATE: D mum r,!1 NO,3 Ji. WELLER & ASSOCIATESy P. O. BOX 119 YARMOUTHPORT, MA. 02675 508 362-8131 3 cl>s APPROVED BY: TEST HOLE LOG DATE: T/.S 199K TEST BY:WELLER&ASSOC. WITNESS: PERC RATE: -� z ���//-✓cy z'o�JN 74. . o y8 G3 \ Gv�Gv�8ce5 70 YS b ' \ Nfrr�NiJM 39 0 �i Q N No DESIGN DATA DAILY FLOW: 330 °,0 1- SEPTIC TANK:,--33v USE:T oo" rq9c=. °`cam s� P%mac �-•�.,E:. LEACHING FACILITY: J so USE: C.- 40, CAPACITY: SIDEWALL: Y71 z BOTTOM: 78,.E X A a 2- TOTAL: J PIPE TO BE LAID 2"LAYER OF 3/8"PEASTONE LEVEL FOR 2' OUT OF OVER 3/4"-1 1/2" WASHED DISTRIBUTION BOX STONE ALL AROUND TOP OF FOUND. @r• S3.ao 10" / \ .. / 14 ALL PIPE TO BE 4"DIA.SCH 40 PVC RAISE ALL APPLICABLE MANHOLE /dl COVERS TO WITHIN 6" OF FINISH GRADE THIS SYSTEM IS NOT DESIGNED.FOR THE USE OF A GARBAGE DISPOSAL SEWAGE SYSTEM PROFILE SCALE: 1"= 10' r�u GENERAL NOTES 1, CONTRACTOR TO BE RESPONSIBLE FOR THE SITE-SEWAGE PLAN LOCATION OF ALL UTILITIES,ABOVE AND FOR i ;` .i � \;`,, !1 UNDER GROUND,PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 3-f-4�•• 2. INSTALLATION OF SEPTIC SYSTEM TO BE I�4 COMPLIANCE WITH 310 CMR 15.00: TITLE V. PREPARED FOR 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY �i" of LINE DETERMINATION. SCALE: .ems Nd7'Zr,o DATE: Alm_; FELLER & ASSOCIATES P. O. BOX 119 YARMOUTHPORT, MA. 02675 3�� 0)5 (508) 362-8131 APPROVED BY: T.O.F. EL.= 56.8f FINISH GRADE OVER D-BOX- 56.0'±± SLOPE FINISH GRADE OVER CHAMBERS = 56.4� 3/4"TO 1-1/2" DOUBLE WASHED- 55.9� E W S GENERAL NOTES . PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER @ 2% MIN. OVER SYSTEM STONE TO CROWN OF PIPE WITH COVER OVER INLET 8 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION RISER TO WITHIN 6"OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISH GRADE OUTLET TO WITHIN 6"OF F.G. 0 2" OF 1,/8"TO 1/2 DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL. 56.0 ± F.G. OVER TANK EL. = 55.8'± 5" DIA. OUTLET(S) MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. STONE OR iGEOTEXTILE FILTER FABRIC _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS ON ALL DESIGN ENGINEER. TOP OF SAS= 53.70' PROPOSED 4" 9"MIN. 9"MIN. CHAMBIERS .WITH 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4 , SCH. 40 PVC 36"MAX. 52.87' 36"MAX. f INLET PIPES;TO 6 OF SEWER PIPE BREAKOUT EL= 53.37 SYSTEM UNLESS OTHERWISE NOTED. _s�� SEWER PIPE I FINISHED GRADE 6" 3" 3" DROP MAX 3„ 9„ 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN --. 2" DROP MIN L 21 ± PROVIDE WATERTIGHT ELEVATION = 53.37' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A MIN.SLOPE @ 1% o 13" 4" PVC IN FROM JOINTS (TYP.) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF * SEPTIC TANK 4" PVC OUT TO 0 C� O 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. .� 14 53.6 ± o 0 0 CONTRACTOR TO PROVIDE P9__6 LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN o0 0 = D O D O 0 0 =INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL OUTLET TEE 53.27' . 53.10' 2' oo o 0 o If-1 o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF --- o o Oo0 lL_I 7• LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK EXISTING SAND EPTICTION OF ANID REPLACE AS GSTING TEESAS BAFFLE 6"CRUSHED STONE o 0 0 0 0 0 0 0 C> 0 CD o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE ' I 4 0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX (TYP) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 56.00' TO BE INSTALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON THE CORNER OF THE BULKHEAD AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 50 87, GROUND WATER ELEV.= < 44.90' 12 83, 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. SEPTIC TANK PROFILE IT ITI BOX DETAIL CHAMBER DETAILS ELEVATION PRIOR TO ANY WORK& NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER 1F DIFFERENT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM � APPROPRIATE AUTHORITY. PERC NO. 14858 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF INSPECTOR: David W. Stanton,R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS EACH SEPTIC SYSTEM COMPONENT. -� - �^ � LOCATED UNDER PAVEMENT DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael Pimentel EIT CSE THEY SHALL WITHSTAND H-20 LOADING. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF \ "• C.S.E. APPROVAL DATE: Oct-1999 THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST \ k,•y ,{ ` ,, ;" 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. PIT DATA SHOWN ON THIS PLAN, REPORT TO ENGINEER AND LOCAL DATE: October 16, 2015 a f°)�' • Z 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. \ �� X � � TEST PIT#. 1 # *' ► ''_ • t •,� MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. MAP 148 \ /.,,r , .3 ' b �{r '`" ELEV TOP= 55.90' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2, THE , `-y` �- '` � � ` ,► +' , •. FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). GROUNDWATER PROTECTION OVERLAY DISTRICT AND THE ESTUARINE LOT 162 ELEV WATER= <44.90' WATERSHEDS. 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN zO N E 2 � - * + PERC RATE_ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. CID CID '' `* ,.• • + } DEPTH OF PERC 30"-48" 16. PROPOSED PROJECT IS LOCATED WITHIN: 1 5 z ASSESSORS MAP 148 LOT 163 TEXTURAL CLASS: 1 - OWNER OF RECORD: CYNTHIA J. MISELIS 15"ARBORVITAE �y � ., ROBERT F. MISELIS LOCUS 0" 65.90' 1 " PINE f }." - ADDRESS: 115 AMELIA WAY i� I o� f Fill 12 PINE 12" 54.90' MARSTONS MILLS, MA 02648 \ �i,'�� S6\ �,v ` ' a .. :F, '� ,$ FEMA FLOOD X. A a ® ' B Loamy Sand OO ZONE X 10Yr 5/6 COMMUNITY PANEL# 25001 CO542J PROPOSED 2 500 GALLON /I\` / I pRN / \ � r -.' I '• ;< �{ } , O 30 53.40 LEACHING CHAMBERS \! v \ I 6 G'f7� ti rw. r 17. DEED REFERENCE: DEED BOOK 23758, PAGE 220 WITH AGGREGATE �� I / N \ �f` ; :� � I`I`� Perc PR. INSPECTION \ \ I A '(11p +� 48" 51.90' 18 PLAN REFERENCE: 1 L C PLAN No. 15666 B 2. PLAN BOOK 487, PAGE 66 PORT BUSH I - 1 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. �. x56.5 -.-• __.. � I v , ,. .. 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY G N \G `- -Coarse Sand 2 3 ARBORVITAE GARAGE 2 p i m �.,,, , p Med. FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE,. Ott�C� PROPOSED TP 1 / \ / Z _ r Z DISTRIBUTION BOX O /j / G� N� P l{ 55x9 � / �,,g ,�/ \ tt�m / ,- ,- �., ` _ € - --* •` - '_ ✓ _ 21. A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A _ " x55.9 ! ggE \ ON � / �As DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"'OF FINISH GRADE. A �pG 15 ARBORVITAE �I _ ?� , / Ul.�- \ t� f G�i 1�\ 56x0 o J/� a'\ 4�� ' / G�5 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. �� x56.7 ,BH / ' / � s 41 \ LOCUS PLAN XXX, 115 x56.4 � 55.8 EXISTING � � I Gps � � � SCALE: 1"= 1000' �/ 3-BEDROOM ` 132 44.90 / DWELLING \ j�P / / \ No Mottling, Standing or Weeping Observed TOF=56.8± �+ p PICKET FENCE ) \ / TEST PIT DATA DESIGN DATA LEGEND // /� PERC NO. 14858 Benchmark x56.4 h GAS / INSPECTOR: David W.Stanton, R.S. 50xO' EXISTING SPOT GRADE Corner of Bulkhead / LP DECK / \ NUMBER OF BEDROOMS (DESIGN) 3 / / EVALUATOR: Michael Pimentel, EIT, CSE - - - 50 - - EXISTING CONTOUR Elev. =56.00, 1 LSP / / DESIGN FLOW 110 GAUDAY/BEDROOM Approx. M.S.L. / // \ // C.S.E.APPROVAL DATE: Oct. 1999 50 PROPOSED CONTOUR TOTAL DESIGN FLOW 330 GAUDAY DATE: October 16,2015 �- r - / /� o _ 660 50 PROPOSED SPOT GRADE EX. TANK TO BE UTILIZED / / DESIGN FLOW x 200 /o - GAUDAY EX. LEACiNG PIT TO BE TEST PIT#: 2 AS PART OF THIS DESIGN PUMPED AND FILLED WITH / / \ USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 55.00' GAS EXISTING GAS LINE CLEAN, COARSE SAND D�/ � EX. DISTRIBUTION BOX TO / / ELEV WATER= <45.00' E/T/C EXISTING UNDERGROUND UTILITIES BE ABANDONED / �% 21" PINE , � � // PERC RATE_ W W � EXISTING WATER LINE ,�`Z DEPTH OF PERC N / \ INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE SWING-TIES TEST PIT LOCATION SIDEWALL CAPACITY TEXTURAL CLASS: 1 DESCRIPTION HCA HC-2 EXISTING 1,000 GALLON SEPTIC TANK / (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY O O � / CORNER OF STONE (1) 37.9' 62A (25.0'+ 12.83') (2 ) (2' ) (0.74 GPD/S.F.) = 112.0 GAUDAY 0 56.00 / " - - ' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE CORNER OF STONE (2) 23.4' 70.0' Fill BOTTOM CAPACITY 12" 55.00' ❑ PROPOSED DISTRIBUTION BOX / phi CORNER OF STONE(3) 11.3' 58.9' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY Loamy Sand MAP 148 �.p �' S'3� ti`� (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY B 10Yr 5/6 O PROPOSED 500 GALLON LEACHING CHAMBER LOT 163 �`� I 5y �y��' CORNER OF STONE(4) 31.8' 49.7' 30 53.50 51,064 S.F. + 2� � MAP 148 " LOT 3-001 SWING-TIES SKETCH SCALE: 1" =20' TOTALS: 2 REV. DATE BY APP'D. DESCRIPTION �� (2) TOTAL NUMBER OF CHAMBERS TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE (3) TOTAL LEACHING CAPACITY 349.4 GAL./DAY HC-1 PREPARED FOR: ® GARAGE Med.-CoarseSand MAP 148 ..- c CAPEWIDE ENTERPRISES 2.5Y 6/6 LOT 160 O - LOCATED AT (1) �'�8• #11 115 AMELIA WAY BH EXISTING MARSTONS MILLS, MA 02648 (4) 4-BEDROOM DWELLING 132" 45.00' SCALE: 1 INCH = 20 FT. DATE`. NOVEMBER 2, 2015 ITN OF TOF=56.8'± o� �Qss9� 0 10 20 40 80 FEET No Mottling, Standing or Weeping Observed ti CI&ML PREPARED BY: HC-2 RESERVED FOR BOARD OF HEALTH USE C .JC ENGINEERING, INC. a� 2854 CRANBERRY HIGHWAY DECK s, EAST WAREHAM, MA 02538 SITE PLAN ,r1��1� 508.273.0377 SCALE: 1"=20' Drawn By: BSM Designed By:BSM Checked By: JLC JOB No.3279 - -- - ._-_.- ---