Loading...
HomeMy WebLinkAbout0063 OLD FALMOUTH ROAD - Health �63 OLD FALMOUTH `Q, A= 100-004. 002 y \ Ali of� Town of Barnstable P# /S-67 7 Department of Regulatory Services UantarAst.e, Public Health Division Date 200 Main Street,Hyannis MA 02601 rED tAA't� , Date Scheduled Time�U� Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed$ : FcV,"r l�`�l,'� 5 e 1 -� j y Witnessed By:_��1/1 d j/l/, LOCATION & GENERAL INFORMATION et '�� „ `s Location Address �p Q LC( _�1 A t—v)-h,� . Owner's Name d+i1. M 4f Ad f 0-rd_ rodrodatw-i.k. ►ZO Address � �.� , / Assessor's Map/Parcel: L.Qo 'Gc 7 Engineer's Name (/ r C_el 5 4 4.ee" NEW COAISTRL`r^IO*! REPAIR Telephor 4 &V-y7? 3 r3. land Use tZea ti W 4-o�wl Slopes(9a) Z_ Surface Stones ✓�U��C Distances from: Open Water Body IVA ft Possible Wet Areau ��h ft Drinking Water We117� �V ft Drainage Way f f I f#c ft Property Line ft Other ft r SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) - FAG 3a Parent material(geologic) Ql/�W�l'� ~ Depth to Bedrock Depth to Groundwater. Standing Water in Hole: �� Weeping from Pit Fhce Estimated Seasonal High Groundwater DETER1VIINATION FOR SEASONAL HIGH WATER TABLE -:"Iethod Used: Depth Observed standing in.obs.bole: In. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level_.,„�,,,,,,,,,,,,. A(t),factor...n_,-.:- Adj.Groundwater level a PERCOLATION TEST Date- Time Observation 7Y9—3 Hole# Ito �s�b Time at 9" Depth of Pere I Time at 6" ZtI ill ot.�l Start Pre-soak Time @ Time(9"•6") End Pre-soak Rate Min./Inch. ' Site Suitability Assessment: Site Passed—0", Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation 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:\SRPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,% ravel 1q�3® 13 tdHi 5/F DEEP OBSERVATION HOLE LOG. �.. ,Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -consistency,wGraven • to ,� l.y � s � f;°_�/�-yf z 30 139 C DEEP OBSERVATION HOLE LOG Hole# 77 _ Depth from- Soil Horizon Soil Texture Soil Color Soil Other Surface(iu.) (USDA) (Munsell) Mottling' (Structure,Stones,Boulders. i to G e ® t o A Z La s < t.° v lk I, z M s y-�� DEEP OBSERVATION T HOLE LOG Bole# Depth from Soil Horizon. Soil Texture Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistengy. 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 pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occumng pervious material? . Certification. � -' I certify that on �,L -g Co' (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 tr ' expertise and experience described in 310 CMR 15.017. Date (� J �Slgnature._. -_ -� -T— . . Q:1SgpTlC�P9RCFORM.DOC 0 4 TOWN OF BARNSTABLE LOCATION,�()I�� Q/cOU070u, SEWAGE # VILLAGE f; J/ s ASSESSOR'S MAP & LOT/Qdj aOV0(1 INSTALLER'S NAME & PHONE NO /RDj o g a ,0S SEPTIC TANK CAPACITY /000 QZLIOy2 LEACHING FACILITY:(type) '� �/� (size) P NO. OF BEDROOMS PRIVATE WEL OR PUBLIC WATER BUILDER O OWNER DATE PERMIT ISSUED: �/��J/��' DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No VA -3 / TOWN OF BARNSTABLE LOCATION U X 4 PSEWAGE# VILLAGE I?evn 3 hA_4ff ASSESSOR'S MAP&PARCEIf04 00—K 00 2 INSTALLER'S NAME&PHONE NO. t S l S ( SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 20 %0 (size) Z2-7< //'S �- - NO.OF BEDROOMS 3 OWNER Gle-M S PERMIT DATE: 7� COMPLIANCE DATE: 7 `A/ 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) o ,(� �� Feet FURNISHED BY p'�I3 dy'� 63 itd �� `342� i/ DPP D y4 No. z9 I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS I' applitation for MispoBal 6pstrm Construction i3Prmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ERComplete System ❑Individual Components Location Address or Lot No4? !X 4-/,w a,f4 AID Owner's Name,Address and Tel.No.krey � /cf 4,r l��,•5 Assessor's Map/Parcel{11G+�i e1 5 dylf S '1 �3 o 2 d n`�,0 v a4z R o if!'/�i e'L 1;yf Instaaller's Name, Odress,and Tel.No.S�� �rj' '7 Designer's Name,Address,and Tel.No. �G:� J a t 0 O W Type of Building: Dwelling No.of Bedrooms Lot Size 17qLl sq.ft. Garbage Grinder( ) Other Type of Building Cy ���¢� Y� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3$ !� gpd Design flow provided gpd Plan Date 7 ?—A Number of sheets Z Revision Date Title Size of Septic Tank 4 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7»_<4- f/ fg;o 'p��,'-rre S er Date last inspected: /4 ✓e-sr X4 C4c3� 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 Cod .and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt J ed a Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued 10 r No. l 1. v. Fee Entered in computer:.r THE COMMONWEALTH OR..MASSACHUSETTS oldPUBLIC HEALTH DIVISI'ONi=TOWN OF ARNSTABLE, MASSACHUSETTS Yes 01ppiication for,Mispooat 6pstrin construction joermit Application for a Permit to Construct( ) Repair(") Upgrade( ) Abandon Com lete System Individual Components ( ) P Y ❑ p Location Address or Lot Nok? fXd F4 dry 6 v to !Q Owner_'s Name,Address,and Tel.No. ;&—cri-4-t QL Assessor's Map/Parcels 5 r Installer's Name (ddress,and Tel.No.S@F Y,(V �`97 Designer's Name,Address,and Tel.No.. ea.r EbFe.;n J T�pe of Building: Dwelling No.of Bedrooms Q Lot Size LrL sq.ft. Garbage Grinder( ) Other Type of Building lej e i9 j;"R/ No.of Persons 1 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) $ d gpd Design flow provided gpd Plan Date //6 Number of sheets 12- Revision Date Title Size of Septic Tank // d[7U Type of S.A.S. Description of Soil ° p Nature of Repairs or Alterations(Answer when applicable) f�-e/l /% h` ?o tg;o Z);-f Fu S t r u-P7 i f Date last inspected: 4�e✓e.-/ ° 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 ed .n �r f a Date Application Approved by l,% / r j Date Date Application Disapproved by _ R for the following reasons �!{ Permit No. Date Issued � --------- --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Cfftificate of Compliance ` THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(✓� Repaired( ) Upgraded( ) Abandoned( ),bj V J� � yJat tC�' (/ �1l r �.JC-� I /h(a�been cons cted'n ac r 'e _ . v '~-�lit with the prrovisions of Title 5 and the for Dispo�saal Systste/m Construction Permit No a�d / ,/)-' /k? Installer Vr`5f.A 'vr0 c4�l e/ a_. J, IJ kr✓� Designer h r14?+e/'I/ r #bedrooms Approved design flow _ �}. �� gpd `The issuance of-^th7is permit shall not be construed as a guarantee that the system won as)ted. r Date + V 1 Inspector No. 0-- - ------------------------------------ ---------------- ---------- - - - -- ------ 0 Fee---�-� THE COMMONWEALTH OF MASSACHUSETTS v PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS r jBisposal *Pstem Construction Permit Permission is hereby granted to Construct(,/ Repair O Upgrade(' ) Abandon( ) System located at 013 !1161 F04 1,4, v k.44- Q Q 1%f ar S t a. 5 ���l S �� /?2 G?If 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 co/�i/plete ldit.iin three years of the date of this permit. Date Approved by r Town of Barnstable Regulatory Services BAILY9CABLE. Richard V.Scali,Interim Director •. 9 MAIS. Public Health Division eorwa�a Thomas McKean,Director 200 Main Street,Hyannis,Ma 0260t Office: 508-862-4644 Fax: 508-790-6304 Installer&:Designer Certification Form Date: Sewage Permit# Z&A, -2 1(/j Assessor's Map\Parcel Designer: Lr.it:y�ee,3.�. iVc: 1t3 4r ` Installer: FItor.Q -St,—r Address: 1 Z lc'�1 Address: M4 7-/5-A On D,O.,y L eo,-vas issued a pemut.to install a (date) (installer) septic systeri at 63 6 l 6A 4�w.rn.+� based on a design drawn by (address) fie ' 0 L lr l t-e C. i'u= dated— ,? (o (designer) 7� 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. 1 certifv 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. Platt 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 constructed in co liance with the terms of the BA approy ors(if fie) P q! PETER T. (installer's Signature' McENTEE } CIVIL No. 35109 L SIE@E�`Q� Brier's Signature) (Affix Desi.g Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPEIANCE WILL NOT.BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNS TABLE PUBLIC.HEALTH DIVISION. THANK YOU. Q:YSeptieDesigner(:ertification Fonnn Rev 8-14-13.doc 4 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Prope Address: 0( �c �c.! ✓VI c,V�- �^ `�1 Assessor's MaplParcel: ( dC - OO,4 .r©pZ Property Owners Name: o `� l3 a L S In accordance with Massachusetts DEP alternative system approval letters, the following certification inforrr ation is required by the Owner of record. The Owner of record must place an 'Y' in the applicable box next to each line certifying the information. Yes AA �5• I have been provided a copy of the Title 5 VA technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) ❑ I have been provided with the Owner's Manual 1,have been provided with the Operation and Maintenance Manual ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR.15.287(10) and the Approval ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) If the design does not provide for the use of garbage grinders, the restriction is understood and accepted Whether or not covered by a warranty, I understand the requirement to repair, replace, modit, or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 Gf v�-r agree to comply with all terms and conditions above. Pr petty Owners printed name M161 - 11 rope Owners Signature Date Note: This :form must be submitted along with the septic system disposal works permit application for all IU systems includinti new construction, rep airslupgrades, with and withouit aggregate (stone) and with conventional design criteria or credited design criteria. QASept c11A homeowner certification.doc tFTHE COMMONWEALTH OF MASSACHUSETTS R 3 0 1995P1 17I BOARD OF HEALTH. -. mop, pphr�a#iou for Diiipvii al .arks Cnnnitrnrtiun Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: Addres / 0L9t No ap Own?, f ,s Addr��sA��� -- Installer Address P Type of Building Size Lot____ __ Sq. feet Dwelling—No. of Bedrooms..................... ------------------Expansion Attic ( ) Garbage Grinder ( ) Pk Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures�/�----------------------------------- W Design Flow..................//__.bC...........____ allons per r. days Total( ly fl ........... ---------gallpns. l� WSeptic Tank—Liquid capacit allons Length- 7- � Width_!-..-. _ Diameter________________ Depth___ :__77 x Disposal Trench—No_ ___________________ Width__.____... _________ Total Length........... _ �. Total leaching area___.__ sq. ft. Seepage Pit No--------/ ------ Diameter._._______t Depth below inlet___._.__ .___. Total leaching area_ _sq. ft. Z Other Distribution box ( ) Do*7tank ( _� 0-4 Percolation Test Results Performed b ice___________ _______ _ ___- _ __ _ _.. Date___.__ _ - �S Y ----------- a Test Pit No. I________________minutes per inch Depth of Test Pit____ f.__ Depth to ground water_t+�.l�t �'�-. 114 Test Pit No. 2................minutes per inch Depth of Test Pit.... _. Depth to ground fie__. ------------------------------------------------------------------------------ ........ Descriptionof Soil---- •-•--------------••--••----------•-•-•------------------._..__.._.__..---- U .................................................•----•-•-•-•--•---•-------------•-••----•-----....---•--•----------•-•-----------------------------.____ o`�- DOD F. W g KEN Jii: ------------------------------------------------------------------------------------------------------------------------------------------------- --•--- ---- -- U Nature of Repairs or Alterations—Answer when applicable_____________________-___.-________.__ _ ...---•-•---•-----••..................•-----•------••-•------•--•--...__._..._._-----•----------•-•-----•-----._....-----------------_---- 9 _ ...... Agreement: SS101�' The undersigned agrees to install the aforedescribed Individual Sewage Disposal Syste e with the provisions of TITLE S 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 o d of health. lly Signed -�O.1:...�.--. Date Application Approved BY --------Zr � .. ........... S Application Disapproved for the following rearons- ------------------------------------------------------------------------------------------------------------------------------------- ------------------ ----------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------- ----------------�..------------------ Permit No. ...... ---Jo.�.�..................... Issued -----------�----3o.. ............ ♦ y No. �.. !I f FE$. ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH v ............0F.......:�"�...�ly- Appliratinn for llhipoii al Workii Ton,itrnrtiun Vantit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ............. 1 . oeaiati Addres._ �.............. � � t.N i— Owner ....�/ Addr Installer Address Type of Building Size Lot---- y Sq. feet Dwelling—No. of Bedrooms.....................3------------------- Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Other fixtures ----------------------------------_ - W 'g ............. allons per s dayr� Total ly pp----------�___------ gallpns. Design Flow �� WSeptic Tank—Liquid capacit�e allons Length- :._y VVidth_f.._._'_ _ Diameter................ Depth...=._ x Disposal Trench—No- ------------------• Width... r...._._._ Total Length___...._.___ . �. Total leaching area--.... =,._ :. sq. ft., Seepage Pit No.--------- Diameter---------- Depth below inlet_......._j-�..... Total leaching area_ P g ------- .......sq. ft. Z Other Distribution box ( ) Dosin tank a �-._.-.-____;: -""•�--�_ !�_. •- Date......✓._2`t!.--yS.......... Percolation Test Results 2- Performed by r.l Test Pit No. I................minutes per inch Depth of Test Pit-___. .7_.... Depth to ground water-A. Test Pit No. 2................minutes per inch Depth of Test Pit----,1.----------- Depth to ground w --------------- - - - - -- - - - - Description of Soil -----------•---•••------------- ------ DONALa-F.- W ------------------ B ��Jf3.- n UNature of Repairs or Alterations—Answer when applicable------------------------------------- ..-----•-•-----•--••.............................•-••-------.............•-•--------------•-••-•••-• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal Syst S o e with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees o place the system in operation until a Certificate of Compliance has ee iss by t' oard of health. Signed ----------------- ------------ . .......... ._......_....... .... �.............. ....�? Dace Application Approved BY ..:;:. ,. <<:. j- ..... - �.fan.<1<----------- Dace " Application Disapproved for the following reasons: ----------------------------------------------------------------------------------------------------------------------- ................... ........................ ................................---...... ............... -- . ............................ .-- .................. --- ..... -- ---............. Permit No. Cr t� .. �Z' _ Dare '.:-a......._... Issued - � ---------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............................................. OF .----------------------�(------------------------------------------------------------------ (9Ertifir ItE of lLomplt2 ace THIS IS .0 CERTI Y, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ........................... C,a,-:C /� �n lnscuiler f ,- -------------- -------- 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. -----..,C7,4'. ../.�.�,/......... dated ...---3--- -.....----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ------------------ 7-------1:...."..7C ................................ Inspector �__'_'Z_ ...... ......_. ...._............... ---- ..... THE COMMONWEALTH OF MASSACHUSETTS BOARD p�OF HEALTH 7/ '/!1 ......OF..........(r_3,wwl!I> FEE........................ Disposal Works Tunaitrnrtion anait `. Permission is hereby granted.............. -------------------- ....... ---------- «�__� ----_-------.---•-.---•-_ . -_ _ . ... to Construct ( �� or Repair ( ) an Individual Sewage Disposal System---------------------- ystem ._� at No........A----- ` =`/l .. j ^-•• - v Street as shown on the application for Disposal Works Construction Permit No. :14.& Dated.......................................... ........................................•---•-•---...--••---............................................. Board of Health DATE................................................................................ Form 1255 HarW HOBBS&WARREN TM Publishers LOCATION_ L VILLAGE ' � �Lk APPLICANT ADDRESS O )�S"S ENGINEER n� TELEP110HE No. Jon-r d Ule DATE SCHEDULED 3 Z 19 TELEPHONE No.sa i i1A�'d1.byNb; . . . . . . . . . .. . . . . . . . . . �Applica.rtle a nature SUB-DIVISION NAME . 10,1L 4 LOU EXPANSION AREA; YES NO DATE Z�F f, TOWN WATER j)(pRIVATE WELL � ENOINtER ! �y BOARD OF HEALTH SKETCII: LDT�y EXCAVATO11 (Street name'etc of lot, exact location of teat 11ol 1�ercolation tests locate wetlands in proximity to test- hole8)ea a11�1 NOTNSt 6 t ;•''y %OF DONALD T. ' BRACKEN. •y 9 Q I n t PERCOLATION RATH t GESS ZMIA nL 'I'FST 110[,E N0; ELEVATION• l�.lJ �' : �� , 1 1 .51 110I,1; 1J0; 2 ELEVATION: '17,C� 12 to 1 a 3 a co.•��i�cr T��'so,�. N Gore 4 3 5 6 7e 1 9 � !� � 9. Si4�✓Q� • 10 10 12 11 �� /2 ' 12 13 � 13 14 /(JB 14 15 w T yL 15 �D 1 c1 16 UITAIII,E FOR SUIT—SURFACE; SEWAGE; LEACHING EACIIIN(I FIEi.I ACIII11(1 l'I'J';;/� LEAC111NO THENCIIE9 'T NSUITABLE FOR SUB—SURFACE SEWAGE. REASONSI OTE: EIUIINE 11ING PLANS t11JS'1' a!a`" NIIA1nls'It AS:JJUtJI:D OIJ 1'1:1((: TENTAI'I'J,I('ATJOrJ - ---- — Ill(11r1A1,: c clnft.h:rN:l�TIt_�h1'IIlt;1'- _►__.._L.._Attll_1��'l'!!t?1tliLTcl nclnitD cal' lu:n O1'Y: RETAINED BY A1'111,1VAI, --- ---_--_------ I,III TO N OF BARNSTABLE SEWAGE # 0� VILLAGE_fi2ri ASSESSOR'S MAP & LOT!Q dd INSTALLER'S NAME PHONE N ' SEPTIC.TANK CAPACITY /000 ��p�sC-'/ ic j LEACHING FACILITY:(type 7z (size) / NO. OF BEDROOMS _PRIVATE WEL OR PUBLIC WATER BUILDER O)t OWNER ' /6 - DATE PERMIT ISSUED: _ 51;17 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No I i E� • I N Old Falmouth Rd -99 --EXISTING CONTOUR ® x 100.98 EXISTING SPOT GRADE 100 PROPOSED CONTOUR LOCUS W EXISTING WATER SERVICE v G EXISTING GAS SERVICE Q�o O -Q/-/W---- OVERHEAD WIRES �j ass ti° i TEST PIT _o $ BENCHMARK o LEGEND 0.00 O� F Cammett Ln 40, <pnee��s vo�Cammett Wy LOCUS MAP NOT TO SCALE I I O I t a I 77.1s I � a I e PK SET O 77,51 77.63\1483 440 OS • : �e� 77.113 - 78.00 I N 77. _ ^ O {` 7 .35 0 I 77.06 �1 77.45 rn 1 eiA 77.os.c� d- 77.05 pp� `►� I 0 77,1s r_ 77.10 I 77.09 +0a� 1.y,0O'`.•'' _ +77.19 • • ' ' '+76.96 74.91 M x74.29 SHED (� 76.E2 x EXISTlN6 ��W o.00 o 74.38 4,70 HOUSE(#63) 6.93 �76.14 .- DECK T.O.F.=78.25t +76.99 Z x x 77:06 75.39\ 77.20 - x .34 Q 76.78 74.86 ® BM •�C. 4.30 \ \ •_----- \Zc 76.04 77.25 6.89 i x 74.56 76.57 74.42 \G 7 \\ qj _rTp TP 17�- " 75.99 74.32 4.26 r ; \� TP-2 . . . . . . 75.31 +73.91 �Y`A ` :,, BENCHMARK 73.90 � \.`. COR./BULKHEAD -----7-4------ x \ �.. '^ EL.=88.36 x 74.30 \ x 73,k EXISTING SEP77C TANK ry Q) PROPOSED S.A.S. \\\ J TOP OF TANK, EL.=75.33 2 TRENCHES WITH 7-16" \� / IN V.(OU TO=74.00±(VERIFY) (H-20) BIODIFFUSERS IN EACH TRENCH �� y EXIS77NG S.A.S. TO BE PUMPED, FILLED 3 WITH SAND & ABANDONED • rj � - LOT 2 43,844 SF PARCEL ID: 100-004-002 CONVENTIONAL S.A.S. ILLUSTRATION ONLY-DO NOT INSTALL LEACH FIELD: LENGTH=30', WIDTH=20' BOTTOM AREA ONLY = 600 SF CAPACITY = 0.74 GPD/SF(600 SF) = 444 GPD i i i 170.00� N 783613e E OWNER OF RECOR DAVIS, REGORY AD& BARBARA J 63 414sj,y MAROSTONSA MILOLS, MAOAD 022648 PETER T. G� PROPOSED SEPTIC SYSTEM UPGRADE PLAN McENTEE CIVIL �' 63 OLD FALMOUTH ROAD, MARSTONS MILS, MA No. 35109 ISA O Prepared for: Gregory Davis, 63 Old Falmouth Road, morstons Mills, MA 02649 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=30' P.T.M. 154-16 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. C (508) 477-5313 7/8/16 P.T.M. 1 Of 2 rts NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:71.8 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PERIMETER OF THE S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT PROPOSED S.A.S. COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT T.O.F.=78.25t F.G. EL.=77.3t F.G. EL.=76.8t F.G. EL.=74.6t F.G. EL.=74.3t EXISTING MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 32' L = 12' INSPECTION ® S=1% (MIN.) ® S=1% (MIN.) PORT 4"SCH40 PVC 4"SCH40 PVC "I *-PROPOSFkD 14" 7.13" TO EXISTING aa' uaulD INVERT t0 LEVEL GAS�B�E INV.-71.77 INV.=71.60 f 7 UNITS AT 6.25'/UNIT = 43.8' D BOX INV.=71.44 2 TRENCHES INV.=74.00t SOIL ABSORPTION SYSTEM (PROEW EXISTING SEPTIC TANK (EXISTING/VERIFY) ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT EL.=TOP L. 83=71. < 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV. - T INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=71.44 3 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=70.50 TWICE THEppi®IIIII®II ' GRADE ON A MECHANICALLY COMPACTED SIX EFFECTIVE WIDTH �. INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF 2.83' 5•7' 2.83' 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO G.W., EL=64.1 47 MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 2 TRENCHES WITH 7 - 16" BIODIFFUSER SEPTIC SYSTEM PROFILE UNITS IN A STONELESS CONFIGURATION TYPICAL SECTION N.T.S N.T.S. 75" GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS I" 76 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE PROFILE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 16" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 112" ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON NAVO88.. I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF t�34" � THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF SECTION END CAP HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 16" HIGH CAPACITY (H-20) 810DIFFUSER UNIT 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS MODEL 16" HICAP AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE LENGTH 76" .NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DIRECTED BY THE APPROVING AUTHORITIES. TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EFFECTIVE LENGTH 75 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SIDE WALL HEIGHT 11.2" CONSTRUCTION. OVERALL HEIGHT 16" 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS OVERALL WIDTH 34" 4640 TRUEMAN BLVD IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND HILLIARD, OHIO 43026 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). CAPACITY Ems. 13.6 CF 12. AREAS REQUIRING STRNQUT/00F UNSUITABLE MATERIALS SHALL BE ` (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. INSPECTED BY HEALTH D RTMENT PRIOR T (n w, 13. THIS PLAN IS TO BE U D F EPTIC SYSTEM PURPOSES NL AND DESIGN CRITERIA IS NOT TO BE CONSID ED A PROPERTY LINE SURVEY. NUMBER OF BEDROOMS: 3 SOIL LOG SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN DATE: JUNE17, 2016 (REF#15,077) DAILY FLOW: 330 GPD SOIL EVALUATOR: PETER Mc ENTEE SE-1542 DESIGN FLOW: 330 GPD WITNESS: DAVID STANTON R.S. GARBAGE GRINDER: NO-NOT ALLOWED WITH DESIGN HEALTH AGENT LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH ELEV. TP-3 DEPTH .74 GPD/SF 76.0 0 75.8 0 75.1 A 0 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY FILL FILL SANDY LOAM PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 75.2 A 10,, 75.0 A 10" 74.3 10YR 4/2 10" USE 2 TRENCHES WITH 7 (H-20) BIODIFFUSER UNITS SANDY LOAM SANDY LOAM B IN A STONELESS TRENCH CONFIGURATION 74.8 10YR 4/2 14" 74.6 10YR 4/2 14„ SANDY 5/8 M BOTTOM AREA: (GENERAL USE APPROVAL FOR 7.88 SF/LF OF UNIT) B B 71.8 40" 14 UNITS x 6.25'/UNIT x 7.88 SF/LF = 689.5 SF SANDY LOAM SANDY LOAM C PERC DESIGN FLOW PROVIDED: 0.74 GPD/SF(689.5 SF = 510.2 GPD 10YR 5/8 10YR 5/8 Y 40"/58' ) 73.5 30" 73.3 30" '''NOMINAL AREA OF TRENCHES = 2 2.83 +0.94 +0.94 x 43.8' = 412.6 SF C1 C ( ) SILT LOAM MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN - 2.5Y 6/6 10YR 5/3 MED. SAND 2.5Y 6/6 63 OLD FALMOUTH ROAD, MARSTONS MILS, MA 66.0 120" 64.3 138" 64.1 132" Prepared for: Gregory Davis, 63 Old Falmouth Road, marstons Mills, MA 02649 Engineering by: SCALE DRAWN JOB. NO. PERC RATE <2 MIN/IN. ("C" HORIZON, TP-2 & TP-3) Engineering Works, Inc. N.T.S. P.T.M. 154-16 NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 7/8/16 P.T.M. 2 Of 2 PLAN . SOIL LOOS: Z ONING REQUIREMENTS SCALE: 1 "-40' N INDICATES OBSERVED ZONE RF -W GROUNDWATER AREA 43.560 S.F. : TP NO. TP NO. <� (FRONT 30' IfE GRD. EL. Q GRD. EL SIDE 15' A OF GW. EL. �clo i✓ GW. EL. /yo"c REAR 15' 1 1 co m P4 e-7� Cu• $t� 2 �4� r 5� 2 N OTES: 4 -5 o M 4 �E•.�8. �. O� 6 5 5 1 BENCHMARK TOP OF HYDRANT ACROSS STREET 0440 S 6 is y y poor s � ELEV. = 103.0 Sr9�✓L7,. 7 sr8 �` Sa,yrE 2. ALL CONSTRUCTION METHODS AND MATERIALS TO ��1 �S• 8 /( ola T 7•l 8 THE TOWN S'�S• 5/rJG' G ,At/ Z- BOARD ROF HEALTH REGULATIONS. D OF BARNSTABLE REGULATIONS. N p � � 9 9 10 - 10 3. WASHED STONE TO BE FREE OF ALL DUST AND FINES. 100 11 11 4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE MADE �4 `�' 4• '3� 1� No .,: 12 n WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER DATE: �� wa wf}- :.yL AND BOARD OF HEALTH. 3�z9hS� 5. ALL JOINTS TO BE WATERTIGHT. c 45 oU 7a TES TBY .cJ � G ,Po s v f3 y1c V . INVERT PRIMARY' o �.a �, 66' �'� O o 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 34• ti 00 WITNESSED BY: BOTTOM PRIMARY 8�•�' THE ACTUAL LOCATION OF ANY EXISTING UTILITIES. 0 INVERT RESERVE: ��'00 7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED PRIOR --' 1000 GALLON SEPTIC PER ATE: BOTTOM RESERVE:, Q!F, TO BACKFILLING SYSTEM. TANK MIN./INCH 8. OWNER APPLICANT �'� CHAMPION BUILDERS TP �LEACHING -Fl 98 DESIGN CALCULATIONS: .300 OAK STREET, #155 ® PEMBROKE, MA. 9. PROPERTY LINE INFORMATION TAKEN FROM: .� PERC. RATE: LESS THAN 2 MIN INCH�-_.__, / PLAN BOOK 459, PAGE 62 1P+ ` RESERVE AREA 96 , NO. OF BEDROOMS:. 3 AT 110 GAL./BDRM./DAY p DESIGN FLOW REQUIRED: 330 GALLONS/DAY LOB' I �k _SEPT1C__TANK SIZE:---1.000 GALLON_ (NO GARBAGE GRINDER) / _ - .p`� �1 LEACHING PROVIDED: 6'X6' PIT W/1' STONE AROUND SIDE: 151 S.F. ® 2.5 GPD/SF 377 GPD FLAHERTY STEFANI & BRACKEN INC. \� Dc�o1Dc6 BOTTOM: 50 S.F. 0 1.0 GPD/SF. = 50 GPD � � LOT 2 170 COURT STREET 43,844 S.F TOTAL = 427 GPD PLYMOUTH, MA 02360 201 S.F. (508) 747-2425 89 59 - 15.67 SEWAGE DISPOSAL SYSTEM �4.33. IN BARNSTABLE, MA. Prepared For: - CHAMPION BUILDERS MAP 1009 PARCEL 0049 LOT 2 PROFILE OLD FALM OU TH ROAD NOT TO SCALE 2% MINIMUM FINISHED GRADE OVER LEACHING LOCUS PLAN : DATE MARCH 30,1995 REVISED DRAWN BY DFB CHECKED BY : M.FLAHERTY COVERS TO BE BROUGHT WITHIN SCALE: '. _ UL3 JOB No. �' � SCALE: 1"= 40' 12" OF FINISHGRADEFINISH GRADE,7 �-� -�•. SHEET 1 OF 1 FOUNDATION 4" SCH.40 4" SCH.40 2" LAYER OF 1/8 S=0.02'/, k, . TO 1/2 WASHED STONE 3e�Mea 3/4- TO 1 1/2" WASHED `c LANE r Or 9d,3n .... 6' DIA. STONE ." \ 7?d q9,g ... LEACHING .: 11 / DON P. 1000 GALLON PIT c S K.EN JR �N di SEPTIC TANK a 9 :� CIVIL Vo.37071 J; 8. TO BE INSTALLED ON A � , PVC TEES ONLY p a/ .O ASSESSORS PLAT: I bo LOT: LEVEL & STABLE BASE. 1 '