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HomeMy WebLinkAbout0080 ARBOR WAY - Health .r��N.:L��f,r�,+{w°l r `a� �� ��, .y�C'2",�'��d.'`T���€, y ';j'Niy�����.. ._.__n .. - _ '. _ � _.. _ .. _ w. _ _ _ _ _. _ �..- _ - o-_ ._ -. r--__ _.-_.. .. .. _ ---+-• ° v ° v a 0 I , • o 0 o a u � v - � v v v 0 c C G ° � O ° i TOWN OF BARNSTABLE LOCATION. r (/—I&A SEWAGE VIL�+ F— LAGE � i �,�� ASSESSOR S MAP&PARCEL INSTALLER'S NAME&PHONE NO.1�1(=AJ ir�C�'��r SEPTIC TANK CAPACITY (©pQ Gd( ��X, 1 Sr LEACHING FACILITY:(type) �-e �`��°`tstze) 3a` x`3` X 'NO.OF BEDROOMS 14 3 OWNER PERMIT DATE: COMPLIANCE DATE: m Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility G, Feet Private Water Supply Well and Leaching Facility(If any wells exist on s site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within e 300 feet of leaching facility) Feet FURNISHED BY �( cil �9 dr� w - o CO. • ly r .. \/\,• � - .. a -' .. } _TOWWN_OR BARNSTABLE. 1 LOCATION XD ugo,�, J,-A SEWAGE# J �jVILLAGE ASSESSOR'S MAP&PARCEL Z-- I f INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) i NO.OF BEDROOMS f OWNER �� !(tid�" �6 , PERMIT DATE: COMPLIANCE DATE: 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 i 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 - 0 � � - --. . . . . .. ... :. � �. . :- � ��� .. . .... .. �.o: L��z�s��-���r�f .. : � ...I . .. .. .�f f � . . _._ : �. ... � .:�i� -.. . ..... ...�. . . . . . . . + �� . �, _� - - _ � � ��- No. Do— l-I I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compu er: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplitation for Misposal *pstrm Construction j3Ermit Application for a Permit to Construct( ) Repair( ) Upgrade(vYAbandon( ) ❑Complete System 21rdividual Components Location Address or Lot No. r\6c�r- Owner's Name,Address,and Tel.No.$��.7 7� 8-7 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 51*�9 QSS Designer's Name,Address,and Tel.No._5Ci-?-39O.331/ Type of Building: tt Dwelling No.of Bedrooms L Lot Size QQ)F(�3 V k sq.ft. Garbage Grinder( ) Other Type of Building 1�)1B� . No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L{ {0 gpd Design flow provided Gr�/l gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank (CYYJ Type of S.A.S. ��,,,�, -��C�,i,; •p,�• �/S �� s Description of Soil Nature of Repairs or Alterations(Answer when applicable)__-Y�-F�t .fie© �,�( <<�h �•• �B C(n�.A w�.S,n-.Q,.r- { cam � ! 6� Sow`P� Date last inspected: r Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ' n Date Application Approved b Date 2�)/ Application Disapproved Date for the following reas s Permit No. L�IJ/�/a 131 Date Issued q � , / Fee W THE COMMONWEALTH.OF MASSACHUSETTS ' Entered in computer. Yes PUBLIC HEALTH DIVISION.,tTOWN OF BARNSTABLE, MASSACHUSETTS ftpIication for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. (�1✓�JO f d>�` Owner's Name,Address,and Tel.No.S'Z:�?.7 7C' ` � Assessor's Map/Parcel �� (3 P ✓1 I ) �A O Q 60 Installer's Name,Address,and el.No. Designer's Name,Address,and Tel.No.-F",- 3Go-331 �a �� �or✓ ���� �n�a cab G. s,,n��u,;�\,�,,�.� �as3 Type of Building: Dwelling No.of Bedrooms Lot Size -<<D, d,g` sq.ft. Garbage Grinder( ) 1 � r Other Type of Building ls�ll No.of Persons Showers( ) Cafeteria( ) Other Fixtures I i Design Flow(min.required) �"( t (� gpd Design flow provided Gl y l gpd Plan Date 3 (3,n (�, Number of sheets Revision Date Title Size of Septic Tank (OZY!) st )Type of S.A.S. C�3'.c Description of Soil Nature of Repairs or Alterations(Answer when applicable) (23 va uc-Q Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. gn Date Application Approved b Date 20 ZZ (� Application Disapproved Date for the following reas s Permit No. /(� v �?j� Date Issued L ------------------------------------------------------------------------------------ ------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by at 1 f-- lz > k,4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No?D)6 131 dated 20/Z9,6 Installer Designer \ P— r— 4- S rl C #bedrooms Approved design flow /' L L gpd The issuance 11iis pe' it shall not be construed as a guarantee that the system willPainladesigned.Date Z Inspectv , ' ---------------------------- ----------------------. v No. �I I I. Fee lot/`p THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction i3ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant reco nized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Co struction must be completed within three years of the date of this permit. Date / 7,0/6 Approved by Town of Barnstable ..°�`"E'O`�'b Regulatory Services Richard V. Scali, Interim Director • BARYSCABLE, 9�A i63S. `� Public Health Division rs039. ° Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# :)c,\6-l3( Assessor's MapTarcel Designer: 1(,l Installer: Address: Po Address: 7QC7 Oz<'S/� On � Kwas issued a permit to install a (dat ) (installer) septic system at 1A LAw G W based on a design drawn by (addre ) 1 �" ` ��✓ j dated4;,b v (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. Strip out (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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construct' e with the terms of the IAA approval letters (if applicable) OARREN (Installer's Signature) I Flo. 194I1 (Designer's Signature6 (Affix DesignerY amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.. ` THANK YOU. x Q:\Septic\Designer Certification Form Rev 8-14-13.doc Town of Barnstable PO 1146 . ' Departinent of Regulatory Services Public Heal a ,,,,M Health Division Date I'd 200 Main Street,Hyannis MA 02601 • lfn nut" y y Date Scheduled Time A"/`'l. Fee Pd. s Soi l Suitaability Assessment for Sewage Disposal Performed-By: 1 r xf �� �`F� witnessed By: ' �' �) `�• ��, GENE. Location Address LOCATION&��•.�,, GENERAL FORMATION t�• .LL Owner's Name S't\-,-\�` e Address 0 bY`�ci Assessor's Map/Parcel: '��� f 3 ��'i 4^'^' G6 Euginaer's Name NEW CONSTRUCTION REPAIR ✓3 +� �f Telephbne S Land Use- `�j5 i DFAD i Slopes(96) O �. N Surface Stones !. '�nCi Distancet ftom: Open Water Body�_ft Possible Wet.Area " Z 0> ?1 J ft ` Drinking Waicr Well? d ft Dtalhage Way 7/ OD tt Property Une D . T_R Other ft SIMI TCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands to proximity to holes Set✓ S6-f,z., Parent material(geologic) �� D l oplh to Deal-Oak A Depth to Oroundwater. Standing Water In Hole: Weeping tl'om Pit Fnce Estimated Seasonal High Oroundwater /y ljd TT DE { vA Method Used: TION FOR SEASONAL-HIGH WATER TABLE 4 Depth ObserVed standing In obs.hole: In. Dopol to still mUttles: Dellth to weeping from side of obs.hole! Itt.' Index Well Y Reading Dato: Index Well levol �� Groundwater Adjustment fir AcIJ,factor Adj.Groundwater 1-eva1 _ PERCOLATION TEST >�at'a w Observation Ix(r„uI Hole IF Timo at 9" • n Depth of Pero Time 4t G" Start Pro-soak Time @ 6 Time(9"-61) End Pro-soak 0 Rate Mib./Iuch Site Suitability Assessment: Site Passed X Sitp Felled: Additional Testing Needed(YIN) Original! Public Health Division Observdion Hole Data To Be Completed.on Back ***If 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:1S EPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# �_ Depth from Soil Horizon Soil Texture Shcl Color Solt. Other Y Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stoner;Boulders. :4t • a., rtaie[ency,%13rayel) �h�i21 �ioam �nq �3/?/ N L44 m an� IbIlk ' {� DEEP OBSERVATION HOLE LOG Hole# y Depth from Soil Horizon Soll Texture Soil Color Soil Other Surface(in_) (USDA) (Munsell) Mottling (Structure,Stoncs,Boulders. Consistenov.%aravell 0'i-12t Oar ah b lL-3l /✓ IZ'-3 '' Goa� ���1 / �,� • 3 13 " 2.S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soli Color Soil Olhor Surface(in.) (USDA) (Munsell) Mottling (Structure,Sloncs,Boulders. Consistency. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soli Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,S(opes:Boulders, onsistoncy, i . Flood Insurance Rate Map: l Above 500 year flood boundary No Yes Within 500 year boundary No V, Ye! ' Within 100 year flood boundary No. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material oxist in all areas observed thrpughout the area proposed for the soil absorption system? S If not,what is the depth of naturally occurring perlhous materlal'1 Certiffcatlon I'certify that ion "n q (date)I have passed the soil evaluator examination approved by the Department of Environ ental Protection and that the above analysis was performed by me consistent with . the required n exper' an a perience described in 10 CNM 15.017. Signature Datb 3 Q:\SHPTIC\PHRCPORM.DO C .THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ✓�' ......... Appliratiun -fur Ditipwial Works Tomitrurtiuu Perutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: 3 - �'-�6 r-!-!/-cS ---------------•----- -----•-------•- ------ ......... canon-Add ss i.. o ; No. 'A I ./ J iEJwrte ----•------•--•---..._...-•.................Address ..........i1 a.....--- l¢_ -_._� �_..----••-----.._.---•--------------•-- Installer Address QType of Buildin Size Lot............................Sq. feet Dwelling—No. of Bedrooms______________ Expansion Attic (A) Garbage Grinder U1,I) aOther—Type of Building ............................ No. of persons............................ Showers ( ) Cafeteria ( ) P4 Other fix tres ............................ W Design Flow------------- __________________________gabs per person per day. Total daily flow........2��...�.............gallons. x Disposal Trench igiNo capacity gallons Length_- tal Length Width.................. Total leaching area Deptlt..._...sq. ft. r^ W Seepage Pit No.._....�_........... Diameter.l d�� l� t below inlet_f� T al leaching area.. sq. ft. z Other Distribution box ( ) Dosing t k ( D /" G A, l 4'-7G a Percolation Test Results Performed by.__ .. d /___________________________________ Date..... Test Pit No. 1................minutes per inch Depth "Pest Pit.................... Depth to ground water...................... (z Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O -j ? , 2�Description oit--- ----- ------------ U ------------- ��a 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 Article*\I of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been isS-5—ec1by.the b rd�?eath. Sign ..... _ � `�......................... ................................ Date Application Approved By---- . t—-----­ ��-----____-.D Application Disapproved for the following reasons:............................................................................................................... .__...•-•-----'--------•--------•...................•-•---•-----••----------•----•--••-------••--=---.......•------------•--•----•-•---••---......__...---•-•-•--•----...-•-......._.......-•-•-••-_•---- Date PermitNo......................................................... Issued 1- Z Date No.7G fi .. Flzs......Z41). THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH GNfl�h.........0 F....... .. Appliratinn -for Di,ipusttl Works Tonitrurtion Permit Application is hereby made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal System at: L �a.3......A- / /� L cation-Adddrr`*s ✓ I or t No. / / t Jf......... 1- -`........./_-- !.... ......--•---.... .... A rr.(/1.!'Ct/. `_i!! K.A1.1................. weer Address } J.­?­.................................... Installer Address d Type of Buildings Size Lot............................Sq. feet U Dwelling f—No. of Bedrooms.... ...... Expansion Attic ( � Garbage Grinder (P). a ----------- Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ..................................................................................................................................................... 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}'nlet_... ...__,�}-_.._. Tot 1 leaching area..................sq. ft. z Other Distribution box ( ) Dosingatak ( ) )) / �G /ci 7o'� .Percolation Test Results Performed by..._ __. -................................ Date..__.__.e _.l-/a._'_7G- ..... Test Pit No. 1................minutes per inch Depth o "Pest Pit.................... Depth to ground water........................ riq Test Pit No. 2................minutes per inch Depth-of Test Pit.................... Depth to ground water........................ --:------ -- - - -- _ O Description of lil......... --•• -6) .... . =... / - - .�.L,[!`ct . -.. .� z�. Gc1 io. ` xz ----- �•�� / •r '�-----------------•-----------------------------....--------------•----------------- W -----------------------------------------------•------------------------------------------------------------------------------------------------------------------------------------------------------- V 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iss the boar_d of health. ine _ .._.� � ~..................... .........•-..........._-----_.. Date Application Approved BY---------- . .. - ---- ........ - -.L�[11�I--VI�------------------- .....�.2_��.�--.7...�P---•------ Application Disapproved for the following reasons______________......----•-------•---•........................................•..........-- Date--•-----•••-•. .............•-•.••-----•----------•----•••................................•------••-----•-••--•-•-•..._.........-•-•--------------.-----•-----•--•....._•-----•----•---.......-•----------_._.......••. Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................OF........... �1,r.� -........................................... QIrrtifirat•e of Tompharur THIS TO CERTI y((hat the Individual Sewage Disposal System constructed ( �or Repaired ( ) YL� • r ------------------------- ns alley ---- --•-----•-------------- has h en installed in accor once with the provisions of :�r�I The State anitary Coc e as described in the application for Disposal Works Construction Permit No.___ __ _.___ �..cJ......... dated .......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS 7G BOARD OF EALTH / 9 � ........O F............... Gam --....--.... Q ' No. t FEE--- •--------- ���rti>Qit �rruti# Permission ' reby granted------•11� +' = :----------•-•---- --- ............................................ to Con ruc ( or air ) an I ividual a ge Dispos S stem at No. 'd f� --- f/ . Street as shown on the application for Disposal Works Construction mit N Dated..... -2._-_�.-7--` /,- T\ n &k = v 7 Board of Health DATE ••!... . . . ................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS � I �f. �.!✓ r ___ 00 . I� 2 k'tNu7�5 . � ��1r• 1. v5 s ND WMW `k 10 1 1 , GA `liON , • . ,3 $ ALA W. 51 S�UNAL t�'G '1t786--K _ f - LEGEND HYANNIS (t PROPOSED CONTOUR WEST MAIN ST 98 PROPOSED SPOT GRADE o —— 98 —— EXISTING CONTOURrn = + 96.52 EXISTING SPOT GRADE STERLING RD' N W— EXISTING WATER SERVICE D LOCUS - 1G�--- - - ,; TEST PIT = < - i o ARBOR WAY 4 � I r SYLVAN DR. � o ? tr . ,* LOCUS MAP LOCUS INFORMATION r TITLE REF: C72409 PARCEL ID: MAP 289 PAR. 132 LOT 23 AREA = 20081 Sf+- 1 SEPTIC SYSTEM LAND COURT PLAN 24740—C f ASSP, MAP289 PCL 132 REPAIR PLAN LOCATED AT: BENCH MARK 80 ARBOR WAY • N HYANNIS, MA TOP OF WATER GATE N 38.81 ", PREPARED FOR BARNSTABLE GIS DATUM . 1 SIMMONS/ t _ READY ROOTER EXC. 1 MARCH 30, 2016 EXISTING w o ' WELL/NG Q � OF Mgss�ti a. TOP Q m t 1 9 35 % �/ /.EL _39 FN`;DN_ ----�-3s �' D� 'PA EY� M. ✓+ EXIST. 1,000G 1 t fr SEPTIC TANK 36.�� i l �o f / o.\ 10 1 No. 1140 F _ l ft p� t MAOTMO' v61 V • \� cArER f 2 O O { s 8 ! DRIVEWAY �� MEYER & SONS INC. r 39 3 P. O. Box 981 eOR fOGe0" E. SANDWICH , MA 02537 r PA'eMeNT; PH. (508)360-3311 t. fax (774)413-9468 meyerandsonstitle5@gmail.com '1 SHEET 1 OF 2 J#1819 1` r,_ - NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE:.'TO PREVENT BREAKOUT, THE PROPOSED FINISH GENERAL NOTES: SEPTIC TANK GRADE SHALL NOT BE < EL:36.70 FOR A DISTANCE TOP OF FND. INSTALL RISERS & COVERS OVER INLET & �.15' AROUND THE PERIMETER OF THE S.A.S. EL=39.94t PROPOSED D-BOX 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S. BOARD OF HEALTH AND THE DESIGN ENGINEER. INSTALL LOCKING COVERS IF AT FINISH GRADE SET TO 6" OF GRADE INSTALL A RISER OVER ONE CHAMBER (MIIN) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ,-F.G. EL.=39.7t/ F.G. EL.=39.6t F.G. EL: 39.3t AND SET TO F.G., USE METAL RINGS AND COVERS OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE/- LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: F.G. EL: 39.20(MAX.) VENT - 310 CMR 15.405 (1) (B): 1) A 2.0 FT. VARUWCE FROM 310CMR15.211 TO ALLOW LEACHING TO BE 18.0 FT (APPROX.) FROM DWELLING VS REO'D 18 FT. 9" MIN COVER/ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 36" MAX COVER L = 30' L - 40'(MAX) ; TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE ® S=1% (MIN.) EL.=37.80t ® S=1% (MIN.) ® S=1% (MIN.) DESIGN ENGINEER. 4"SCH40 PVc 4"SCH40 PVC 4"SCH40 PVC 2" OF 3/8" DOUBLE WASHED STONE OR FILTER FABRIC 3/4' - 1-1/2" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING �D. t DOUBLE WASHED STONE ENGINEE THOSE HOWNFORE HEREON SHALL NBE BE TO THE DESIGN S. INV.=36.75 14 48•LIOUID 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. INV.=36.50 ®®®®- p ®®®® LEVEL 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PROPOSED ®®®®®®®®®®® THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF GAS BAFFLE ®®®®®®®®®®® Q-BOX INV.=36.10lam®®®®®®®®®®® HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C INV.=36.30 DB-5 7. DWELLING IS SERVICED BY MUNICIPAL WATER. y� EXISTING 1.000 GALLON SEPTIC TANK SIJ20 3.2 ' 3 X 8.5' 3.25 8 ALL TO AREASRING CONSTRUCTION SHALL BE RESTORED DITION AGREEDUUPON BETWEEN OWNER D CONTRACTOR. 9 CONTRACTOR VERIFY EXIST. SEWER OUTLET L7- 10. EXISTING EFFECTIVE LENGTH = 32.0' LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. INV. ELEV.= 35.70 111. 48 HOUR LNOTICE FOR ENGINEER CERTIFICATION EACH PIT TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. I BREAKOUT 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.= 36.70 EL. 36.70 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING PIPE INVERTS PRIOR TO CONSTRUCTION INV. ELEV.= 35.70 Bg 14. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPEC. ) 2) 0-BOX SHALL BE SET LEVEL AND TRUE TO ®E30 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW GRADE ON A MECHANICALLY COMPACTED SIX ®®®®®®8 FOR THE USE OF A GARBAGE GRINDER. INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM EL.= 33.70 ®®®a®®® 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 310 CMR 15.221(2) 4' 5 FT. 4' ' 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK EFFECTIVE WIDTH = 13' WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPARATION 6.06 FT. DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SOIL ABSORPTION SYSTEM (SECTION) 4) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 27.64 ` _ (500 GALLON H2O LEACH CHAMBER) GAS BAFFLE AS REQUIRED + N.T.S. DESIGN CRITERIA SOIL LOGS P#:14991 NUMBER OF BEDROOMS: EXISTING 4 BEDROOOM SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) DATE: MARCH 29, 2016 SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE 1614 DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DAVID STANTON, BARNSTABLE HEALTH OF MgsS9� DAILY FLOW: 110 G.P.D. X 4 BR - DESIGN FLOW: 440 G.P.D. D RE 1M��-i Elev. T P-1 Depth Elev. T P-2 Depth GARBAGE GRINDER: NO (not designed for garbage grinder) 39.0 A 0" 38.80 A 0" 48 d x 200� = 880 d USE EXIST. 1,000G SEPTIC TANK LOAMY SAND ' LOAMY SAND o-1,140 SEPTIC TANK: 440 9 P 9 P 10YR 3/2 1 OYR 3/2 1i LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. 38.0 B LO AMY SAND 12" 37.80 B LOAMY SAND 12" STE��� its � I USE THREE (3) 500 GALLON H2O PRECAST LEACH CHAMBERS 35.82 C1 38" 35.71 C1 37" sAN11AR�p '11) �0 1� W/ 3.25' STONE ON ENDS AND 4' ON SIDES: 32' L x 13' W x 2' D { "I PERC TEST MEDIUM MEDIUM BOTTOM AREA: 32 x 13 = 416 SF EL: 34.50 SANG SAND 2.5Y 6/6 2.5YY 6/6 SIDE AREA: (32 + 13) X 2 X 2 = 180 SIF TOTAL SQUARE FEET PROVIDED = 596 vs. 594.59 REQ'D PROPOSED SEPTIC SYSTEM UPGRADE PLAN DESIGN FLOW PROVIDED: 0.74(596 S.F.) = 441 G.P.D. vs. 440 G.P.D. req'd 27.84 ' 134" 27.s4 134" 80 ARBOR WAY, HYAN N I S, MA PERC RATE <2 MIN/IN. (•C2" HORIZON) NO GROUNDWATER OBSERVED Prepared for: Simmons R ady Rooter Exc. t System Design and Site Plan by: SCALE DRAWN DATE MEYER&SONS,INC. N.T.S. DMM 03/30/16 . • I, Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX 981 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,MA 02537 REV DATE CHECKED SHEET N0. requirements of 310 CMR 15.017, 1 further certify that I have passed the Soil Eval. Exam in October, 1999. 506-362-2922 DMM 2 Of 2