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HomeMy WebLinkAbout0080 TANSY CIRCLE - Health 00 Tansy Circle Osterville A= 121 —069' ' f,' , ,. i (I o r TOWN OF ARNSTABLE LOCATION. SEWAGE# ay, ou�p VILLAGE , ESSOR'S MAP&PARCEL l� f QjO INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) �—AZ•'c� NO.OF BED=1.9- OWNER , 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 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 1 Co 41 / - _ /lbw LA.- CA71 :y s r No. Fee ze THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Applicotiou for ;igponl 6p.5tem Con0tructiou Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) El-Complete System ❑Individual Components C Location Address or Lot No. 9® �� �t Owner o. •Y Assessor's Map/Parcel 6 q n9al er's N e, ddress and Tel No Designer's N e,Address an Tel16;41j;j to Type of Building: t Dwelling No.of Bedrooms Lot Size a lf. S�J sq. ft. Garbage Grinder ( ) Other Type of Building 4X_A_,R No.of Persons Showers( ) Cafeteria( ) Other Fixtures C Design Flow(min.required) 'J gpd Design flow provided 3 5 7 gpd Plan Date /_ /a"X, Number of sheets Olk Revision Date Title �>r e,1�t SA 5 — n Size of SepticT Tank /Sn 0 Type of S.A.S. — �rO0 C� Description of Soil Nature of Repairs or Alterations(Answer when applicable) OF c5r 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 b his Board,4 Health. Sig — C Date Application Approved by ate ',Aj Application Disapproved by: Date _ for the following reasons L,al p„ Permit No. r Date Issued T% /) f. A No. ' a,j Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Digogal 4§pgtem Con..5tructfou Permit Application for a Permit to Construct( ) Repair( ) Upgrade(V/Abandon( ) ❑ Complete System ❑Individual Components -' _ Location Address or Lot No. D C` CA, i Owner's rN�m�;Address,and Tel No. Assessor's Map/Parcel fOZ _ O Gf Instal is Nar Address,_and Tel No � Z Designer's Na e,Address and^Tel.Nod" Type of Building: �9/ Dwelling No.of Bedrooms Lot Size 4 0 5,56 sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �J gpd Design flow provided /. gpd Plan Date /R 13 / Number of sheets (91 Revision Date Title ,P,�, SAS Size of Septic Tank -,/SD® Type of S.A.S. �500 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Cj 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 issueey is Boar .o Health. Sig a C Date .. - - Application Approved by i1 �; ' I _ i , / Date Application Disapproved by: v v 1; //l V �' V Date for the following reasons / t Permit No. V' Date Issued ; THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CER FY,that the On-site Sewage Disposal System Qonstructed ( ) Repaired ( ) Upgraded (11_� Abandoned( .� at �(/ o- ©.L2d.-�ZA-t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N�p. dated Installer Q Designer ( _ #bedrooms Approved design flow 6 7 75, gpd The issuance of this:permit hall of be construed as a guarantee that the system func Date 1.�� � Inspector_ ---No (�DOti.J --------- -------- Fee '��•��_ _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Mfgpool 4§pgtem Con!6truction Permit Permission is hereby granted to Construct ( ) Repair ) Upgrade ( 40 ) Abandon ( ) System located at Cc-7-L (�and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constru icon midst be completed within three years of the date of this pe it. Date `7 Approved b M pp Y v � 3 Tow of�Bar,>�;�t�b�e ._.; P# - /�• �(� ' Department of RegWatory_ ervflces Public Health D><vson ;. s63p 206 am Street,Hyannis MA 02601 iMla Date Scheduled ` Time �Q Fee Pd. Soil Suitabtli Asse.ssme ty nt for ewage Dts,�osacl PQ_>-e,�I�a k e i'erforrted Byi witnessed Byc . � ';. LOCATION&GENERAL INFpRl�ThQ�1 - �. y wner's N I,ocatron Address o -� tq.5 U .Cc4Z �] Q 7 � 0 Address �Q .. /`-1 V1-S 4s gsor's Map/Percel ,Z f'- Q`p / Engineer's Name NEW CQNSTRUCTION REPAIR Telephone# S - �Z 3 Land Use S , Slopes(�O) Z -� Surface Stones AJ/ Distances from: Open Water Body AJ/�A_- ft Possible:Wet Area %�� ft Drinking Water Well 26.0 ft Drainage Way ft Property Line. ft .Other` ft SKETCH:(street name,dimensions of lot,exact locations of test'-holes&perc tests,locate wetlands in proximity•tAbles)" O' Z 11 C Parent matenal(geologic) Depth'to Bedrock Depth t Groundwater. Standing Water in Hole: Weeping Thom Pit Face Estimated'Seasonal.High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used Depth Observed standing in obs.hole: _ ___— ____ In, Depth to soll-mottleJc Depth to weeping.from side of obs:hole in, Orpundwoter AdJastment ft. Index We1L# Reading Date: Index Well level�q Adj.-factor A .Cl water Leve1,,,,� PERCOLATION TEST bate . Observation Hole# Tlme at 9" Depth of Pere 3 Time at b' ^ Ias Start Pre-soak Time @ k< f Time(91141) End Pre-soak Rate MinJlncli G 2 Site Suitability Assessment: Site Passed_._..tLL_ Site:Failed: Additional Testing Needed(YM) . Original: Public Health Division Observation Hole Data To Be Completed on Back----------- is ***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:\SEPTIC\PERCFORM.DOC • I L DEEP:OBSERVATION HOLE LOG Hole* _ Depth from Soil Horizon Soil Texture. Soil`Color: Sod >Other Surface(in.)' (USN) (Mansell} Motu IS Stones,Boulders: i b � y 777 'NATION HOL1 LOG' ;Dole#DEEP'OBSER. Depth from Soil Horizon Soil Texture Soil Color" . Soil Other Surface`(in.) (USDA) (Mansell) Mottling (Structure,Stones;Bouldeis. Consis , A. a M:S , 2.a 7 f/y DEEP OBSERVATION HOLE LOG _ Hole# Depth vni Soil Horizon Soil Texture Soil-Color Soil Other Surface(in.) (USDA) ~ (Mansell) Mottling "(Structure,Stones;Boulders. Consistency. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil,146tizon Soil Texture' Soil:Color Soil Other. Surface On. (USDA) (Munsell) Mottling (Structure,Stones'Boulders. , t j . Flood Insnrance•Rate:Mau: X. AboVC,S00 yeai flood'boundary No Yes, Witlio S00 year boundary Yes Within lUo'year ood boundary No Yes Death of Naturallv'Occurrina Pervious M'aterlal Does°at least four feet of.naturally,occurring pervious material.exist in all`areas observed`throughout the area proposed for the soil A.sarphon system? > If not;what is the depth of nawraliy occurring pervious matortal? Certificati1.on [ �� date Lhave assed the;sofl evaluator examination a proved by�the I certify that on ,_ ( 1 p p Department of Environmental Protection and that the above analysts was performed by me consistent with the rtgwred ttiiW11g .expetf se and.expenence desc`nbed in 31U C1vIIt 15.017: Si nature C Date II. Q�SEP'1'IGIPBRCPORM.DOC ram`` _J -- / � �' jq rLp N _ a vG • m w J 0�06:+fdg1 \ Z 91Vid a m N 01/10/2013 12:41 50e4775313 ENGINEERING WORKS PAGE 01 Town of Barastable Re&latogy Services Thomas F.Geller,Director am � ]Public Health INvision Thomas McKean,Director 200 Maly Street, Hyannis,MA 02601 Office: 509852-4W Fax: 548-7W6304 Date: O Sewage Permit# l3 DD Assessor's Map/Parcel l � -"0 ogtailer& er Ce tion FOTS c,aC cJtt_-V G" Designer. 6n War In . Installer: �'t1f"� Address: z M!, Address. i 1 ,C . wens "w l; M A- 0 z 4` .4 r () on / �4 /3 was issued a permit to install a ( ) (installer) septic system at V6 7 u( C''4f based on a design drawn by ' Less JP dated (designer) I certify that the septic system referenced above was installed substantially according to the destgn, 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)w cted and the soils were found satisfactory. .t�aF� PETER T. McENTEE lgpmn urn) CIVIL rn • No.86109 Isis (Designer's Signature) (Affix Design ) PLEASE RETURN IQ BARNSTABLE FU LIC HEALTH DI I N. RTIFICA oF COMPLIAN WILL NOT BE ISSUED UNTIL BO FORM AND MUILT CARD ARE RECEIVED BY TIIE BARNSTABLE PUBLIC HEALTH DIVISION- THANK YOU, q:loflice fonmetdesi�e�ertiScation�ozm.a� I � No......................... / THEBOP1 oWEALT C F'MASS;C TS;TTS Q .........OF... r tiS _e. ... .......:. 2�lipItratiuu -fur Utupuuttl urku Totwtritrtiuu Prruttt Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: _ Locati A ress ,,or Lot No. /l W �Owne Address Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder a4 Other—Type of Building --------------------------._ No. of persons............................ Showers ( ) — Cafeteria ( ) 4, Other fixtures -------------------------------- .. . . W Design Flow................ gallons per person per day. Total daily flow.............. Q_-----_.---gallons. WSeptic Tank 4 Liquid capacity f5 _gallons Length---------------- Width................ Diameter................ Depth.-..-_---_-.---- x Disposal Trench—No-_-__-___•----__--• Width.- .. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........../........ Diameter.4©��!.ilepth below inlet...............��..... Total leaching area.-_--.-_--.-___---sq. ft. z Other Distribution box ( ) Dosing tank ( ) �� rn G.S._. M� ��Z 3_ / Percolation Test Results Performed by-----------------------------------••--m---- -- -----------------4Y Date------------.------------------------ a Test Pit No. 1----------------minutes per inch Depth of Test Pit____________________ Depth to ground water------------------------ (4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.-_.-.-.-_-__-_-----.__. W �p+ ..... O Description of Soil------ ®- C> O` ........ .......`vr�1 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 Article NI of the State Sanitary Cod he ndersigned further agrees not to place the system in operation until a Certificate of Compliance has been i s y e bo Woejalt Stgned___. ---•----• - •-•-•- - •---•--•--•- -'1.4`7 Date Application Approved By------ ----------------------- ------- ......... VC w: Date Application Disapproved for the following reasons:----••-------------•---•-------•----••-•----------------------•-•-••---.-------.----------------------------•--- --•-•-•-•---••---------••------••------•----•-----•--•--•---•----------•------------------------------------•----•---......•------•--•-----•-------------.........--•--------••----------------•--•----- Date PermitNo..............................................-.......... Issued........................................................ Date (.) _ No......................... FEIa............................_ THE COMMONWEALTH OF MASSACHUSETTS BOARD-OF H�A/�,TH Applira#iun -fur Di,ipuottl Works Tonstrurtiun Verutit Application is hereby made for,a, Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: _ r Locati n-Ad ress or Lot No. Address a "'""s.e✓ //X. l_ ��!/ r I �� % . ---•--- 7 - •-•--•. ................................... - -----••----•-•-------------••----------------- Installer Address d Type of Building Size Lot...................._-------Sq. feet U Dwelling—No. of Bedrooms--------------------------------------_-----Expansion Attic ( ) Garbage Grinder aOther—Type :of Building ___________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) 0.' Other fixtures --- Q -•----•--•------------•-------•---------•-•-••-•-•-- ----------------•--•--------- W Design Flow__ ________________________________....____.gallons per person per day. Total daily flow------------------- ...............gallons. WSeptic Tank/—Liquid capacitv?�5 -_gallons Length---------------- Width.......-.......- Diameter................ Depth-..___-_-.-._. x Disposal Trench—No- ____________________ Width__._.._...._.. _ Total Length____.__-___________ Total leaching area--------------------sq. ft. Seepage Pit No_____:-__/--------- Diameter_ ��� _i epth below inlet____________________ Total leaching area____-____-_-_____sq. ft. Z Other Distribution box ( ) Dosing tank ( Percolation Test Results Performed bY----------------------------------------------------------- ..._____. ate................................... Test Pit No. 1________________minutes per inch Depth of Test Pit-------------------- Depth to ground water-----------.__--__------ if4 Test Pit No. 2----------------minutes per inch Depth of Test Pit..................... Depth to ground water...:............-------- -------- l ------------------------------------ ----- - ••-------- ------------• ----•--- O Description of Soil------ ��� �U_-a rV7 J� f� �..e-"Clw -r zr_cr - - - W Ur Nature of Repairs or Alterations—Answer when applicable_---------------------------------------------------------------------------____________--. . Y ________________________________________________________________________________________________________________________________________________________________________________________________________ �t 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 i sued by� e board of health. ✓` �t. S-i�gn1 ed�--, ------------ �i-- �y----.-_-_-_-�Date.- .�- Z Application Approved By - ----- -- - --------- � -- Date Application Disapproved for the following. reasons:................................................................................................................ ••--------•----•---•------------------•------------------------•---------•-----------------------------------------------------------------------------------------------------------••-----------_----- Date tPermit No........................................................ Issued........... ............................................ Date:,-. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �,c9 .r...................... !7� Tertifirate of Bout 1i ogre THIS IS TO CERTIFY, That-the �ndividua ew e Di s 1 tem constructed ) or Repaired ( ) / Installer /� / oi� -•--------•----_-•----•- has been installed in accordance with the provisions of Artic e XI of The State Sanitary Code-as described in the application for Disposal Works Construction Permit No��..... y.________________ 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 BOARD OF HEAvLTI+ C�/ ;,� � 'J�v ................... OF.......... .,�s... `<.`/. -.-....._..-....--..-.--... � No. -••-••••-•••-•-••••-•• FEE........................ MnVo,ittl NorkpCngi#ru Ii t Permission is hereby granted-----------/ .. -_ ... to Construct(� ) or Repair ( an In ividual.S-ewage Disposal System ' at No. ...................................... I✓-- / -- i";i a Street as shown on the application for Disposal Works Construction Permit No.............1------- Dated___1 2 y-_.7..� ��•� , / �r* Board of He lih DATE__ -!-.�J_ . . .... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS •- ,4 n • oc ——100—— EXISTING CONTOUR N °°a G� G� x 100.98 EXISTING SPOT GRADE —mo O.H.W. OVERHEAD WIRES G EXISTING GAS SERVICE LOCUS W EXISTING. WATER SERVICE yo�y TEST PIT BENCHMARK c ' LEGEND c� o� Py � Poo N BymPs �o N Ro°d ' m LOCUS MAP NOT TO SCALE , 100----- ----4 Y . 98------ --- . _ -98-•-- c0 cy LO,T 16 10 ARCEL ID; - 121-0 9 2 - 24,555,S.F.t . 96 _ x 96,24 she / 0 x 95.56 xsl ; �r0 lb x �6.42 i / G7 /' i x �p 011 C, i x t.� 96,64 +.98.7� EXISTING SEPTIC TANK ed, g , Ae X 9s.do TOP OF TANK, EL.=99.99 / 'p ,- ------ -v..,..... INV(OUT)=98.66„,�„� ��p x..96-.39 EXISTING LEACH PIT bye' DECK 99 76 TO BE PUMPED, 7tLLED ;10 100.03 _ WITH,SAND AND , EXlS71NG ABANDONED. N' ; HOUSE' #80 101.1e ' i. 98.9 � � x loose PATIO 1 T.O.F.=103.151 99.12 98.97 ` ' �' ® 00.96 x WL89,_• t\Coi:4'%0;:'15 9.12 O x R 7 i t a l: O, 98.89 102.33' 6 TP-2 �� 0 ; S� 9�5 .W E 100.87 ! Q � 99.10 STONE T 4N,S'Y p c ',d► � DRIVEWAY :_ 99.47 rQ 99.15 ti R '10 Q 102.f 2 �:.. 7 O a�. C�1 �LL 99.48' �Osj T - a r VENT \. . '.. O DECK PK-$E .99.58.. '::;..:.i.,: ,: . :.' :.' . . ,.;... :•Y '•' 101.91 100.00 . 100.17 - \` 9 �� 101.19 ' - pry EXIS7lNq\ HYD NT 99.83\x \! ^ HOUSE L(#80) r 00 +100.80 T.O.F.=103.15f - i BENCHMARKT���� 'N MAGNE77C NAIL SET I PROP. S.A•S'1 EL.=100.00 (Assumed) S.A.S. LAYOUT k4S,y o PETER T. 'PROPOSED SEPTIC SYSTEM UPGRADE PLAN o M CIVIL N ' . 80 TANSY CIRCLE, OSTERVILLE, MA. 35109 Prepared for: Pastore Excavation,. P.O. Box 1289, Forestdale, MA 02644 USTE�E� < OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. I 6\ SMITH, ROGER A & MILDRED M Engineering Works, I YlC. 1"=30' P.T.M. 290-10 80 TANSY CIRCLE g g OSTERMLLE, MA 02655 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 3� (508) 477-5313 12/31/12 P.T.M. 1 Of 2' + f>r NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.97.5 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER (MIN.) AND T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT EXISTING F.G.` EL.=101.0f F.G. EL.=101.5t F.G. EL=102.Ot VENT y L = 25' L 4' ® S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2" 4"SCH40 PVC 4"SCH40 PVC, 6" DOUBLE WASHED STONE •, s (OR APPROVED FILTER FABRIC)a aaaa$eaasa14" 24 a EXISTING a8' LIQUID INV.=98.66 DES aaaaaaa -3/4" TO 1-1/2" DOUBLE LEVEL 4' 5.2' 4' WASHED STONE GAS BAFFLE INV.=97.17 INV.=97.10 PROPOSED D-BOX EFFECTIVE WIDTH 13.2' H-20 RATED INV.=97.00 EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED ' NOTES: TOP CONC. ELEV.=98.1 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE, BREAKOUT ELEV.=97.5 Iff aBaa INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=97.00 aaaa - ease aBaaB 2) D-BOX SHALL BE SET LEVEL & TRUE TO GRADE ease eases ON A MECHANICALLY COMPACTED 6" CRUSHED BOTTOM ELEV.=95.00 . 4' 2 X 8.5'=17.0' 4' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL 4) CONTRACTOR SHALL INSTALL AN APPROVED EFFLUENT 5' (MIN.) ABOVE G.W. FILTER ON THE OUTLET TEE. LEACHING'SYSTEM SECTION BOTTOM OF TP, EL=87.7 - SEPTIC SYSTEM PROFILE n N.T.S. i SOIL LOG GENERAL NOTES: SOIL EVALUATOR: PETER McENTEE PE 1. ALL CHANGES TO THIS PLAN-MUST BE APPROVED BY THE LOCAL DATE: DECEMBER 28, 2012 (REF.#13,826) BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DONALD DESMARAIS-R.S.HEALTH AGENT 2 ALL OR D MATERIALS SHALL CONFORM ENVIRONMENTAL CODE, TITTLE VOAND ANY THE REQUIREMENTS OF HE STATE APPLICABLE ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): 99.7 FILL 0 99.3 FILL O' 1) A 3' variance to the 3' maximum cover requirement, for-up 98-7 A - 12" 98.8 A 6" Jo 6' of max. cover. S.A.S. shall be, H-20 and vented. LOAMY SAND LOAMY SAND 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT-BE BACKFILLED PRIOR 18' 10YR 4/2 1 OYR.4/2 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 98_2 B 98.3 B 12" DESIGN ENGINEER. LOAMY SAND LOAMY -SAND 4.--ANY-CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 5/8 10YR 5/8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 96•7 36" 96.6 32" ENGINEER BEFORE CONSTRUCTION CONTINUES. C C, '` 'PERC 24"/36" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. + 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR..THE FAILURE OF MED. SAND MED. SAND THE'CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 2.5Y 6/4 2.5Y 6/4 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.. 7. WATER SUPPLY PROVIDED BY TOWN WATER`SERVICE. 8. THERE ARE NO POTTABLE WELLS WITHIN 150' OF THE PROPOSED S.A.S. 88_2 138" 87.7 138" 9. ALL AREAS-CLEARED FOR CONSTRUCTION. PERC RATE <2 MIN IN: C HORIZON SHALL BE RESTORED AS AGREED UPON BY OWNER-AND CONTRACTOR OR AS 'OTHERWISE NO GROUNDWATER ENCOUNTERED ) DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE ®®®® 0 SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE ®®®®®® ® ®®JE"� 37" S.A.S. -AND REPLACE WITH SAND AS SPECIFIED IN 310 CMR 255(3). w ®®®®®® ® ®�12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE > Ea ®�®®®® ® ® E3 Ea INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL Z 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. - " 102 r - 4" KNOCKOUT 1 DESIGN CRITERIA 20" DIA. COVER NUMBER OF BEDROOMS: 3 BEDROOMS 4" KNOCKOUT • / 4" KNOCKOUT 62" SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 330• GPD 4" KNOCKOUT DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 50.0 GALLON CAPACITY, H-20 LOADING (PER INSPECTION REPORT DATED 11/22/12) CHAMBERS LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF N.T.S USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE-ALL SIDES 80 TANSY CIRCLE, OSTERVILLE, MA SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. Prepared for: Pastore Excavation, P.O. Box 1289, Forestdale, MA 02644 TOTAL AREA:.................................................. ........482.8 S.F. Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. N.T.S. P.T.M. 290-10 DESIGN FLOW PROVIDED: 0.74 GPD/SF(482.8 SF) 357.3 GPD 12 West Crossfield 'Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 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