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HomeMy WebLinkAbout0019 GARTH COURT - Health GARTH COURT, CENTERVILLE - A=149-086 No. 42101/3 ORA ESSELTE 10% O O O 0 No. OL--& ✓' J 36) f Fee UtJ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIPPtiLation for Misposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. J Q Q(/ wnerr'RaK Name,Address,and Tel.No. Assessor's Map/Parcel agr � i'P 4• 6 Installer's Name,Address,and Tel.No. 5"p 0 G/7 esigner's Name,Address,and Tel.No. cJ49 JEA04 Udi vl e,s i r � S' S v"S�� Type of Building: Dwelling No.of Bedrooms 5 Lot Size �� sq.ft. Garbage Grinder( ) Other Type of Building j jrr No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. vv Description of Soil Nature of Repairs or Alterations(Answer when applicable) �,� 4t --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 Enviromnen ode and not to place the system in operation until a Certificate of Compliance has been issued by this Boa e /� q Signe Date Application Approved by iA4Date Application Disapproved by V Date for the following reasons Permit No. ?iZ ( ram `�U Date Issued ` 2 ' / Y No. J ✓ Fee Uv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓-" ` Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS applitation for Disposal 6pstrm Construction jhrmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components a� Location Address or Lot No. / 6Ar fk cau wner's Name,Address,and Tel.No. Assessor's Map/Parcel — Ofl� ,4 Nt �G(m / d Installer's Name,Address,and Tel.No. S�6 Ll7 */7 esignneer's Name,Address,and Tel.No. dr,s- ✓1G: G a P IC �°� SO"(S �G��3�� ,-Type of Building: Dwelling No.of Bedrooms Lot Size j����' S sq.ft. Garbage Grinder( ) Other Type of Building �� g �(�a-t-- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date — Title ' Size of Septic Tank K l fN Type of S.A.S. Description of Soil +� Nature of Repairs or Alterations(Answer when applicable) 2 ii ` c f S'00 G'a 4 C'AdNM,b t r!g tau ��f � S�Ca Yl 'P I O Y��Cc 5� ��✓1 m %G vt 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 Environment ode and not to place the system in operation until a Certificate of Compliance has been issued by this Bo ea .h. Signe Date Application Approved by I Date - 2��� Application Disapproved by V Ali Date for the following reasons Permit No. 2G ( `zU Date Issued ' 2 / --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Eertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at (q �d rT k (_W.-1 has been constructed in accordance with the provisions of Titlle�e^^5 and the for Disposal System Construction Permit No.aq I) 7 U dated - Installer &0 KC "7 6d Designer #bedrooms 3 Approved desig�ctio\,al flow gpd The issuance o this permits all not be construed as a guarantee that the system will Date ( Inspector' --------------------------------------------------------------------------------------------------------------------------------------- No. 7 d t 2 U Fee U THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal'6pstem ConstCUttion "Iermlt Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at G0/-�NA CQ U tT T 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 musy be completed within three years of the date of this permit. Date / Approved by Town of Barnstable .�I"E rOwti Regulatory Services o� Richard V. Scali, Interim Director • snxxs-rnsr.e. + MASS. Public Health Division rec ru►+° Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel 90 . Designer: 5 C- Installer: Address: 14W G Address: YV On was issued a permit to install a (date) (installer) septic system at �� "3)4 �,r+ based on a design drawn by (address) MeA4&_4 1/11"t dated designe D I certify that the septic system eferenced 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 constru liance with the terms of the I\A a @ Val letters (if applicable) A OF (Installer's Signature) f a. 11 (Designer's Signature) (Affix tamp Here PLEASE RETURN TO BAISTABLE 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc ' TOWN OF BARNSTABLE LOCATION SEWAGE# Vl T— 330 VILLAGE ASSESSOR'S MAP&PARCEL /,/9 INSTALLER'S NAME&PHONE NO. d���S �Q `moo ucag- l yt7/U (d SEPTIC TANK CAPACITY /00 V LEACHING FACILITY:(type) Z X!5o o (size) NO.OF BEDR OMS OWNER i r10 PERMIT DATE: �}/ ZA'./; COMPLIANCE DATE: / Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /'2 Ai Feet Private Water Supply Well and Leaching Facility(If any wells exist on ,, site or within 200 feet of leaching facility) �e '�'W"Feet���� Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY { CA4 (Ovr� �4 � S 6 e, t� Town of BArnsta]ble. P# Department of Regulatory Services Date . arAnt.e, : Public Health I)1ViS1on .•�� s �q tee$ 200 Main Street;Hyannis MA 02601 r" Date Scheduled 'Time Fee Pd. Soil Suitability.Assessment fog- Sew ge Disposal ;�a Performed By:, I /A-J2 j,I AAC: Witnessed By: i �L A�A f " LOCATION & G-ENE_ RAL INFORMATION Location Address C� G.� t1 Owner's Name 'n R/+.(I/1 pr Nd /� i•_ �—)�Z 1,V Y v A Address Assessor's Map/P4rccl: i L/ / ��j I Engineer's Name '��1/e NEW CONSIRULnON l REPAIR Telephone# S� ',C61 331I Land Use t`v rl t'00'm Pa— Slopes(30) ��• Surface Stones MOM -. Distances from: Open Water Body' s ft Possible Wet Area > 2-LV ft Drinking Water Well ""o ft i Drainage Way ft Property Line ��� ft Other f[ SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) s � F - 1 was� l Parent material(geologic) ) Depth to Bedrock Depth to Groundwaldr. Standing Water in Hole:' [ i Weeping from Pit Face Estimated Seasonal Nigh Groundwater i DtTE ATION FOR SEASQT Method Used: I AL HIGH VYA'�I+;K TAL In. Depth to soil motths: ln. Depth Observed standing to obs.hole: ; in. Groundwater Adjusttttent tt- Depth to,weeping from side of obs.hole: ; M Adj.Actor.,.,.._,..:- Adj.(3roundwater l evei Index Well# Reading Date: Index Well level -- • I PERCOLATION TESL' Date 'I<I►>se Observation Tiine at 9" ------- Hole# 2'\ Time at 6" Depth of Pere 10 on ! Time(9"-6") Start Pre-soak Time.@ ( O 1 i End Pre-soak Rate MinJlnch Additional Testing Needed(Y/N) Site Suitability Assessment: Site Passed Site Failed: Original:.Public He�ith Division Observation Hole Data To Be Completed on Back— ***If percolalibn testis to be conducted within 100' of wetland,you must first notify the Barnstable C�rj ervation Division at least one (1)week prior to beginning. Vim' h-O DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent To Gravel 04- 4 3 r DEEP OBSERVATION HOLE LOG H31e# Soil Horizon Soil Texture Soil Color Soil Other Depth from Surface(in.) (USDA) (M cture Stones Boulders. (Munsell) Mottling (Stru Consistenc %Gra el ADD b 3 J DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones,Boulders. Consistency. Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring per ' material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per 'ous material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department Envi on enta Protection and that the above analysis was performed by me consistent with the require .rat 'n expertise and experience described in 3:10 CMR 15.017. Signature v"U�L � 4 Date l� Q:\SEPTIC\PERCFORM.DOC v 9 TOWN OF BARNSTABLE LOCATION jg -64,2.4n f _lvr� SEWAGE VILLAGE 6V 4.101Ie ASSESSOR'S MAP & LOT, C-Ot� INSTALLER'S NAME & PHONE NO. A & B CANCO 775-6264 .SEPTIC TANK CAPACITY �iIBiUS LEACHING FACILITY:(type (sue) &X 3 NO. OF BEDROOMS- PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: / 1 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �� a't Y�,;�i.,y- -Vy��;� _thy . `�` �, .� �' t . I� .. 1,; ... ` ��� _ r-- � _. _ _ —— — t � At� �e o -1� p_ 0 .�a- 3 31, �� : W ' �� r No. `p b n ✓�e (/Q Fee L Q THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS ,' �I YiCdtiOtY for i$ O�aY *pgteTTY Cow6truction permit a_1 cation is1h1eeb made for a Permit to Construct( )or Repair( an On-site Sewage Disposal System at: PP Y �LLo/cation Address � 1dress or Lot No. ner's Nape,Ad�ryss and Tel.No. Installer's Name,Address,ark T W.�►ANCo Designer's Name,Address and Tel.No. 350 Main Street 14 f/A outh, -MA 02673 Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 330 gallons. Plan Date Number of sheets Revision Date Title Description of Soil Nature of Repairs or Alterations(Answer when applicable) rli raA -f'S to/ 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 Certifi- cate of Compliance has been issued by this Board of\e,%, Signed Date (a Application Approved by Application Disapproved for the following reasons Permit No. 2 to — Date Issued & j1 r No. . G b 6' .. - / ,�� 0 V Fee 7 Ga THE COMMONWEALTH OF MASSACHUSETTS 1 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS h tion for Migpool *p.5tem Construction Permit a4t 4 1 y Application is'hereby made for a Permit to Construct( )or Repair( an On-site Sewage Disposal System at: t` �'Location Address or Lot No. / Pyvner'g N�e,Address and Tel.No. q( 6A��� COU�L.T Cevt�, !1(aro CCU` L. t Installer's Name,AddresAag 16 IdANCO Designer's Name,Address and Tel.No. 350 Main Street W. Yarmouth, MA 02673 Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures G Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil i Nature of Repairs or Alterations(Answer when applicable) r/St� ,/ y' .�ll i Pa/�d/'S lt,�/ � S i�d?•tQ,,. t Date last inspected: i Agreement: The undersigned agrees to ensure the construction an i 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 Certifi- cate of Compliance has been issued by this Board of ealt Signed q Date �o Application Approved by Application Disapproved for the following reasons n Permit No. Date Issued � —.— —-----------------.—._-------..— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced(�n by 1,wAkU for 'fT, as 4:44 nlj f- ce7. ,_rf/4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9h "0 dated /Y j s'-37z f . Use of this system is conditioned on compliance with the provisions setfo h below: No. G �L C! Fee v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migoal *pMem Construction Permit Permission is hereby granted�to. GCS to construct( )repair( � an On-site Sewage System located at 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. All construction must be completed within two years of the date below. ' Date: Approved by c3 AL carw= 350 Main St. • W. Yarmouth, MA 02673 • 775-6264 ivision of Canco Energy Corporation - Septic Services * Pumping • Installation �(( Gkr�a 0 C,,-(e-cL. L( 0 CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION I'ERM1T (WH IIOUT DESIGNED PLANS) hereby certify that the application for disposal works construction permit signed by me dated concerning the property located at `/l Avt-1,4 eavV,t &Je.tw1b_ meets all of the following criteria: There are no wetlands within 300 feet of the proposed septic system ✓• There are no private wells within 150 fect of the proposed septic system ✓• The observed groundwater table is 14 feet or greater below the bottom of the leaching facility There is no increase in now and/or change in use proposed There are no variances requested or needed. SIGNED: �. DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER (Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted). LOGQ 1 N _ 5_ NNMC,E .PERMIT_ MO. K bU.1LD , R_5 � DR -SS DATE PERMIT ISSUED D ATE COKAPL1 Q MCE ISSUED ; — .. I .�� �� �i `�`` i No...... ......... .. . ................. 71- /THE BOP'1RDALTHCOF,MA�S'SACHU u TS (� / . ...... .. .. ................OF._:..................................................................................... Appliration -for Dwvaoal Workii Tonstrurtion Vrrntit Application is ereby-made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: a(Y Loc t' n• ress�. or Lot No. W -- Owner Address ........................ e ------ -•--•----•-•......-••-••-•--••-----------•----........-.......------............................._ In aller� )•� �y � i ��f� Address UType of Building ✓� �7 Size Lot..../s./.��?-----Sq. feet Dwelling—No. of Bedrooms-------_..-��--------------------------------Expansion Attic ( ) Garbage Grinder ( ) 1:14 Other—Type of Building ---------------------------- No. of persons___•_-_--______--______---_ Showers ( ) — Cafeteria ( ) 04 Other fix ures d ---_-------••----------------------------------------.............................. ----••------------------------ W Design Flow..........___S_O........................gallons per person per day. Total daily flow----------- .....................gallons. WSeptic Tank—Liquid capa.' gallons Length---------------- Width------- ........ Diameter______._--.--__ Depth---.------------ x Disposal Trench—No_ ___________________ dtll________ �_____..p_- Total Le h_. ............... Total leaching area- 7._�..-�----sq. ft. Seepage Pit No. � "�� r�Er'ri4ei e in et....... ........... Total leaching area.------ ----------sq. ft. z Other Distribution box ( ) Dosing tank ( ) X 4P C Percolation Test Results Performed by-------- ------•-----••-•-------------•-••---.....-----•....-----•--_--_.. Date---------------------------------------- a Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water..---.---._---------...- �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water__._-.-.--_.----_--. --. . -- escrition o il.---. .-..____ - .n .. = &o D � W x ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------------- 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 YI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued by t e boo of heal . Si gne � ..... Application Approved By--- f� `� - '�'.t�ce��� Date Application Disapproved for the following reasons-----------------•-•----•--------------•---...........-•-•-----•-•••---•-•-•-------.........---------•----------- ...-------•-•--------•--••---•-••------•••••-•-- Date PermitNo.............................................----------- Issued........................................................ Date No....-- ............... I+FE.E.../..................... THE COMMONWEALTH OF MASSACHUSETTS / BOAR D H E • lq9-S� /��.............O F...... !�� ................. Applirtttiun -fur Bitipoott1 Workii Tonntrurtion Vantit Application is ereby made for a Permit to Construct (Cl<or Repair ( ) an Individual Sewage Disposal System at: e UptT �� ........................ . ................... •. ....................... ------•-••--............-----------------------------------••---------"-----------•--••-'-••----. o iOre ss - or Lot No. . Owner ••----•--•................................"-Address... W Installer Address d Type of Building Size Lot.... ....Sq. feet U Dwelling—No. of Bedrooms-----------3-----------------------------Expansion Attic ( ) Garbage Grinder ( ) Aq Other—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) QIOther fix res .....------------------------------------------------- W Design Flow-----------S.............................gallons per person per day. Total daily flow............ __-_____-----.-.-..gallons. R; Septic "Tank—Liquid capiell_. --gallons Length---------------- Width--------..-..... Diameter-----.-----.--- Depth---------------- Disposal Trench—No_ ___________________ 0( idtli.._.____ _._ .._ To 1 Le th... .:.._......._.. Total leaching area---- ---sq. ft. Seepage Pit No..__ ..._..... Total leaching trea-.-.-.-_-.---___-sc ft. �.'IIepe .w m et �7 g< 1. Z Other Distribution box ( ) Dosing tank ( ) s d - C" - 3-9- 74 - aPercolation 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................_-.-__.. 9 ---- --- G Descr ton of ...................... �L - ------ �t � --- ,( 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 XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b enl issued by t e boat of healt Sig . --• •-------•-------••---•----•••-•--•-•---••------------ -------------------- -------- Vic? --7C�- � Date Application Approved By--------- ---' -- - ---- ---•------•- Date Application Disapproved for the following reasons_____________________ —-----------••------- •------.----•-•-•----•--------•---•--•-•-------•- -------------- .............................................................•-•---------------•--------------------------------------------------•-----------•---•-----------------------------•----------------.----- Date PermitNo......................................................... Issued........................................................ Date TH COMMONWEALTH OF MASSACHUSETTS // BOARD .............1... . .......O F ................................. 'Trrtifirttte of 'T.17m Iittnrr THIS IS TO CERT�, That the Individu DiW-bsal,,Sj stem-co ructed ( or Repaired ( ) .�-- a 1 at G/f---------•� ---------� mstll �----------------------••----------••--------------•-------- has been installed in accordance with the provisions of A� XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.___________/_J._^J............. dated- ...._7(................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT TIME SYSTEM WIL FUNCTION TISFACTORY. DATE / '`� �-------------------------- Inspector--CChl....... ............................... THE-COMMONWEALTH OF MASSACHUSETTS BOARD 9F HE 76 / �G� .......OF.. ..-�! ��..--......_ .............................. �- No. 0� --• FEE.�G-----••........ Ditivorltt Work,q CITTonot nrt. it rrntit Permission is he by granted_______________________________________ to Construct ( or Rep 'r ( ) an Ind ividu Sewage }epos S stem at No---------------------------------;�/-••--•--�----------.�":.'`j/-�-------��------ --•--_ ....... .... .............................................. Street as shown on the application for Disposal Works Construction Pe No./�7........... Dated--- - 7l - ----- _ Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS i D i y tki "61e, 1 Y\` $ .•' -. � .t,L,r f I ; � J` •.,� ! .�• pYs a. F �'S Al A r > a d . ..,.:mac:�.�.'E-. � = 3i�• r�AT�: 3 2 7 /o oa '�j'AG. ��ioTiC Tom,•✓.�: ' E, Go T Y/ za/� x2;. 72 , - Cif o. "�+ .,� �-/�'��BY CE.L9T/FY TNAT T/•IE BV/LDi,V4 ' • ;,tom )YE/,tr( pA./ Td//S PL i4 t/ /6 LOCATED O.V T.wE c0,vFo,0A-e Tn °'HfNEe'�./ cavST.�ucTEa. OF �� may, ,•, o ARNI . Gn H. �P / / o OJALA civic Ec/G� q/EE�S . U. #26348: ':• =!,•' Lq.c/a SUBV6YOB5 / / �'!. � ' '!J . . xj , G©t/TE 6A^-Y.�eiV10CJT<-/, MASS. DATE e � .=Yoe CENTERVILLE LEGEND PROPOSED CONTOUR ® PROPOSED SPOT GRADE GARTH COURT EXISTING CONTOUR FR + 96.52 EXISTING SPOT GRADE EDGE OF PAVEMENT , / W— EXISTING WATER SERVICE ���. O 63 TEST PIT cJ / 143-40' 64 C� L0-T 41 64 AREA = 15,595 sf+- D PL/,N BOOK 281 PAGE 72 m bSSR MAP149 PCL 86 % LOCUS MAP I o m LOCUS INFORMATION TITLE REF: BK 16424 PG 248 PARCEL ID: MAP 149 PAR. 086 I N � EXISTING DWELLING --- -'' -63 SEPTIC SYSTEM o Toy of FNDN SHED REPAIR PLAN a ` EL = 64.20-I — 6 LOCATED AT: 19 GARTH COURT WEXIST1 0 CENTERVILLE, MA 7 PREPARED FOR -62 R AM P I N O D (7 SEPTIC TANK SH-1 71 f , ' O � /�; ' � 7— m �--25.00' SEPTEMBER 21, 2015 ozo 20 ft _� .""o _ O { BENCH MARK �t� of Mgss p TOP OF FOUNDATION P 9� 64.20 DAt�1� N M. 'E HED L'XIST. 1,000G BARNSTABLE GIS DATU41 10 Ly LEACH PIT ' QNI TARN` 6 2- 1 16.4 5' PLAN MEYER & SONS INC. SCALE: 1 in = 20 ft P.O. Box 981 t E. SANDWICH , MA 02537 PH. (508)360-3311 fax (774)413-9468 meyerandsonstitle5®gm ail.com www.meyerandsons.com SCALE 1"=20' SHEET 1 OF 2 J 1491 ELEV. TOP j FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS (Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (62.0) = 64.20�a�F.G.EL: 63.0 F.G.EL: 62.62 F.G. EL: 62.0 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA A M. ' 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" F.G.EL: 60.12 i STONE OR FILTER FABRIC .. DOUBLE WASHED STONE 4 1 6" 4" SCH 40 PVC 10"1 Em EM O ®®®I® 14 6 7INV.58.20 1% (MIN. ®®®®®®®®®®® n TEE'S ARE TO BE ®®®®®®®®®®® 4' SCH 4o PVC INV.58.40 2 E F. DEPTH ®®®®®®®®®®® A INV.58.80 4' / 2 X 8.5' 4' GAS PROPOSED DB-3 EXISTING OUTLET BAFFLE EFFECTIVE LENGTH = 25' :..••. .. � DISTRIBUTION BOX INV. 59.05 (1-120) INV. ELEV.= 58.10 EXISTING 1,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ���` �F Mgssq� BREAKOUT OUTLET TEE AS MANUFACTURED BY ARR N M ELEV.= 59.10 TUF-TITE, ZABEL, OR EQUAL ME TOP CONC. ELEV.= 59.10 _ NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING " O. 4 INV. ELEV.= 58.10 •®®~ ®® PIPE INVERTS PRIOR TO CONSTRUCTION p ®®®®®®® . 2) D-BOX SHALL BE SET LEVEL AND TRUE TO RE�IS(tR`" 30 ®E3E3E3 GRADE ON A MECHANICALLY COMPACTED SIX NITAR�P� BOTTOM EL.= 56.10 ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.75' 5 FT. 3.75' 310 CMR 15.221(2) 1 3 REPLACE EXISTING 1,000 GALLON SEPTIC TANK L EFFECTIVE WIDTH = 12.5' WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPARATION . 6.18 FT. DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM (SECTION) 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 49.92 GAS BAFFLE AS REQUIRED (500 GALLON H2O LEACH CHAMBER) GENERAL NOTES: SOIL LOGS DESIGN CRITERIA 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL P#: 14816 NUMBER OF BEDROOMS: 3 BEDROOMM BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: SEPTEMBER 17, 2015 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 DAILY FLOW: 110 G.P.D. X 3 BR DESIGN FLOW: 330 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DAVID STANTON, BARNSTABLE B.O.H. = TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO (not designed for garbage grinder) DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING I SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL. SEPTIC TANK TP-1 Depth Elev. TP-2 Depth FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ��' -�- ENGINEER BEFORE CONSTRUCTION CONTINUES. 62.10 A 0" 62.10 A 0" (330) = 445.94 S.F. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LOAMY SAND LOAMY SAND LEACHING AREA REQUIRED: OYR 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 61.35 ' 3/' 9" 61.27 i 3/' 10" 74 THE HEALTH FORCTOR OR PROPER INSPECTIONS DURING CONSTRUCTION.WNER TO NOTIFY THE LOCAL OF B LOAMY SAND 8 LOAMY SAND USE TWO (2) 500 GALLON (H20) PRECAST LEACH CHAMBERS W/ 4' 1oYR 5/8 t01R 5/8 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 59.28 C 34" 59.10 C 36" STONE ON SIDES & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. BOTTOM AREA: 25 x 12.5= 312.5 SF 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC O EL 57.75 MEDIUM SAND MEDIUM SAND CONSTRUCTION. 2.5Y 6/4 2.5Y 6/4 TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PROPOSED SEPTIC SYSTEM UPGRADE P LA N AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 49.92 146" 49.92 146" 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 19 GARTH COURT, CENTERVILLE, MA 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 15. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED) PERC RATE <2 MIN/IN. ("C2" HORIZON) Prepared for: Ram ino NO GROUNDWATER OBSERVED Engineering and Survey by: SCALE DRAWN • 1, Darren M. Meyer, R.S., CSE, hereby certify that 1 ami currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX981 requirements of 310 CMR 15.017. I further certify that 1 hove possed the Soil Eval. Exom in October, 1999. EAST SANDWICH,MA02537 DATE CHECKED SHEET N0. 508-362--2922 09/21/15 DMM 2 of 2 I '