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HomeMy WebLinkAbout0062 DEBORAH DRIVE - Health Z. Deborah Drive t,r�i Marstons Mills n TOWN OF BARNSTABLE SATION SEWAGE VILLAGE` AA A�.��,�, \tA:`�-,ASSESSOR'S MAP&PARCEL aC S_ Cep INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY ovo..zsG ��az'S LEACHING FACILITY.(type) (size) NO.OF BEDROOMS OWNER L^,, PERMIT DATE: (a ( 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?,, $e e,,c, , O�p mac ' of cJ I (i vt. No. Fee f�� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �4pliration for Disposal 6pstem Construction i9Prmit Application for a Permit to Construct( ) Repair( ) Upgr-:ode(v�rAbandon( ) ❑Complete System Individual Components Location Addres or Lod Nal ��0�5,dt�, y` Owner's Name,Address,and Tel.No��—a�- (©� Assess r' Map arcel Installer's Name,Address,and Tel.No.Z" 6®S Designer's Name,Address,and Tel.No. T'V\e,4,d_'-P- Np<��) © ►� -�m A g k oa 573 Type of Building: Dwelling No.of Bedrooms Lot Size at 3 S_ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date %i),'_(: , QO( 6 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Q Description of Soil �� Nature of Repairs or Alterations(Answer when applicable) � _„� _�- p k—) 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. Si ed Date 1 1� Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued ( �CT --- -- ----- ------------------------- ------------- No. - / Fee /0000" THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair( "Up a e(t-<Abandon( ) ❑Complete System Individual Components t r Location Addres or Lot No: S �V� r Owner's Name,Address,and Tel.No.j�'e-a�- (0- MUr S u r I _ 5�.� 'n 1 a� eN K A.vv,, Assessor's Map/Parcel Q '� p� � � a 6 a�� o J Installer's Name,Address,and Tel.No. 6S) Designer's Name,Address,and Tel.No.S'a Z-3GC7-33� 1pc�won a, vti�.dd6�� R2o�X -mil `ws Sdrsc� 02 S3 -27 Type of Building: Dwelling No.of Bedrooms Lot Size 7 3 S" sq.ft. Garbage Grinder( ) Other Type of Buildings f No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 0 gpd Design flow provided �� a , !S7 gpd Plan Date �C � ., QCD Number of sheets Revision Date Title Size of Septic Tank i 7 �f>�. � Type of S.A.S. 7Z1Z)Z-> �y �►�o rC:`2 C:11nsdwNbt�,)-5 Description of Soil S z::,- �, ��� ��`��✓ f Nature of Repairs or Alterations(Answer when applicable) S..r\ O SOO C� t, `l©✓\; {-� --C� C l��v.��e t�� r S �v/ �Y r STcan�' 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. Si ed Date , 1-�L C Application Approved by Date Application Disapproved by Date for the following reasons Permit No. DQ & `T 45> Date Issued --------------------------------------------------------------------------------------------------------------------------------------- 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 A 1Q21-i \Z Q- at 6 a o�,\Nt::N c r )g& 1`% has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No�. I-V 14 dated Installer Designer C- #bedrooms Approved design flow gpd The issuance of this pe,yt shal n6t be�construed as a guarantee that the syst m will fun io de igned. Date I .J yl Jm' Inspect --- ------- --------------------------------------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction 3pffmit 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 recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be c p mp eete within three years of the date of thi permit. Date / �o�-�/ `f' Approved by ' "�� f Town of Barnstable INWE ,ti Regulatory ulator Services P . Richard V. Scali, Interim Director % BAMSTABM *' 9� MAM: ��� Public Health Division `7f059. Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: �6 ' Sewage Permi Assessor's Map\-Parcel 60q1005- Designer: K16ve",- 14 cl Installer: r- l Address: t—L-/ � / Address: -r�->cp 'V,,nx �S 34ehi ItA l On O u�acr5G�r ,,j4 was issued a permit to install a dat ) installer) septic system at Delia u Dg- based on a design drawn by (address) y go ris f-0 v dated 2 l (designer)Doo[re^ Me-JV11- 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 e with the to s of the IAA approval letters (if applicable) iAlREN ( ` staller's Signature) 1 (Designer's Signature) (Affix Designer amp Here) PLEASE RETURN TO BARNS LE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NO 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 P# Department of Regulatory Services nnrwarAet�o F Public Health Division Date MARS. 200 Main Street,Hyannis MA 02601 C Date Scheduled Time--1-{�2—.. Fee Pd._ 16N11 ' z_ Soil Suitability Assessment for Semy0re D'spos Z 7WitnesdBPetformod•H y W . fS LOCATION&.GENERAL INFORMATION Location Address v Owners Name Q,t>,•,en da Qv\ `v \ `1S Address Assossor'eMap/Parcel• ` 6s��OC(, �o Englnoer'sNamJD.&J-^—_,_`VN--e l•,°e�'• NEW CONSTRUCTION REPAIR _� Tele hone# 570V— 3 rCD Land Use Slopes . Surface Stones /V Distances firm: Open Water Body 2—d ft Possible Wet Area ' / J i�✓ft Drinking Water Well eft i Dralhago Way ft Property Line > ft Other ft SIKETCHC(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) . �tee, S�� f�S-���-► ' . '� Parent material Colo lc r LA (g g �� J Dopthito Bedrock Depth to Groundwater. Standing Water In Hole: Weeping from Pit Faca Estimated Seasonal High Groundwater t1 DETERTATION FOR SEASONALMOD WATER TABLE Method Used: Do th Obsorved standing in obs.hole: _ _ In, Depth to sal)mottles. Dzth to weeping from side of obs.hole: In, groundwater Adjustment ft. Index Well-i Reading Dato: Index Wall level Adj thetor Adj.Groundwatea•Leval PERCOLATION TEST bide- Time Observation Hole# Time at 9" � `[ t) f Depth of Pero ( Time at 6" Start Pro-soak Time @ Titno(911•611) End Pro-soak � Rate M[n./Inch Site Suitability Assessment: Site Passed X SIto Failed: Additional Testing Nooded(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. QASEPTIMBRCFORM.DOC 1 �. DEEP•OBSERVAITION HOLE LOG Hole# Depth firm Soil Horizon Soil Texture Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucturo,Stones;Boulders, 7 rsistcncv.96'aravall C0 d-YA (016 T. 6-1 DEEP OBSERVATION HOLE LOG Hole#_—jeLf" Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsoll) Mottling (Structure,Stones,Boulders. ri DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.; • j DEEP OBSERVATION HOLE LOG Hole# PA Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsall) Mottling (Structure,Slopes;Boulders, Flood Insurance Rate Map: / Above 500 year flood boundary No Yes Within 500 year boundary No V, Yes Within 100 year flood boundary No. J)epth of Naturally Occurring Pervious Materlal Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorptibn.system? . If not,what is the depth of naturally occurring pe vlous material? _. .. Ceftification I certify that on 0 (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis.was performed by me consistent with the requir inin , xpertise d exp rience descri din�1 10 CNM 15.017. Signature Date QflRBPTiC%PRRCPORM.DOC LdCAT I'ON f�/:: 'c Z��1 VXLL1Gk�._ 2dh'L 73,,u DATE :. APPLICANT c� CU' C FEE 3 !� "'ADDRESS'. /mob Z : y1,i�-i,� S� tPY/-1��� ' TELEPHONE NO. (Non-refundable)- ED7GIN£ER /�i'�6�� �yG� %1L1 ..� TELEPHONE NO. D11►TE SCHEDULED' - (Applicant s signature .• • • �• • •,• •.•:• e • • � • • • • • oho,• • • • • • • • s'• • o • • • • •j,• • • O • •.• • • • • o • • • • o • • • • • • • • • • o • • • • • • •.• o • • • • • • :SOIL LOG. SUB-DIVISION, NAME - ,DATE_ 6 `"`� — c`3 `7� TIME 9 -4 y f EXPANSION AREA: YES No b ENGINEER i TOWN WATER PRIVATE WELL_/ C-0'u Lelk) BOARD OF HEALTH EXCAVATOR SKETCI1: (Street name etc . ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands .in proximity to test holes ) NOTES: /Ou . .oD Zf� _ , .y I PERCOLATION RATE_: 4-0-t TEST HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: I2 p l 2 3 3 4 ' 4 5 z��Z. 5 } 6 7 7 8 8 9 g 10 10 11 11 12 12 13 �Z 13 14 C ` / 14 15 A-0 15 f} 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD ►—LEACHING PITS y 1-77777 `LEACHING TRENCHES �-- UNSUITAHLE FOR SUB,.-SURFACE .,.SEWAGE•,. REASONS N r E: ENG INEERING PLANS MUD P ;5, 10W; NUMBER ASSIGNED ON PERC"TEST APPI,ICA7'ION ORIGINAL: COMPLET D `k APa ti TURNED TO BOARD OF fIEAL''H COPY- RFiTAINEJ) B @FLU r,`,.. ,. �.�e.,., 'c.�...,.�( _ .00ATION _ �� ~ SEWAGE PERMIT NO. 17 VILLAGE INSTALLER'S NAME&ADDRESS ��BUILDER OR OWNER DATE PERMIT ISSUED ( 1 - a' - 3� DATE COMPLIANCE ISSUED 1 3V /S 2 a t� . A , - •' N No .--------JR-5; FEs. c��.... THE COMMONWEALTH OF MASSACHUSETTS _BOARD F HEALTH .........O F...... .. . G�. .. ------------------------ Applirttiiun for Diupusttl Workii Tonstrur#iun Prrutit Application is hereby madezf`a Permit to Construct ( ) or Repair ( ) idividual Sewage Disposal System at: •-" l••............... ..... ....... ....... . ....... -- .... ! =�. -"..................... Loci'n=A ess` . �1 .... .q/..�-•-- - ........ ----.. Ojx iez /'- - �� j A ress �/� a _ ....... :�:. L, - ....- �1~.!....... ..........vf.:h...... �A-..-----... il�I_.... ....... --- nstaller r Address Type of Building _ Size Lot_._ e..../.-�..,..)Sq. feet Dwelling—No. of Bedrooms......``...............................Expansion Attic ( ) Garbage Grinder ( ) pr Other—Type of Building No. of persons...._z„)................. Showers ( ) — Cafeteria ( ) a Other fixtures -------••••-•--•-----------•-••. .. . W Design Flow......0.73 ........................gallons per person per day. Total daily flow.....j... -v.......................gallons. WSeptic Tank—Liquid capacityk+`O.gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.._.........�..-_�..sq. ft. Seepage Pit No............. ...... Diameter.................... Depth below inlet.................... Total leaching area..24.:�.sq. ft. Z Other Distribution box ( ) Dosing ( ) `. _ 1� • �+ FN .�iiCL ti O' Percolation Test Results Performed by.., ..:............... Date_.. �t....._....... �._... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground`water........................ 444 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 --••------- •....•• ......... ................................... ... --•--- - --•--•--••••--..............._..---•....--•-....•. O Description of Soil...... .-..2....... 0. • .........f /?......... ,�� ........... U ..........................................Z.'/Z...._ r�s!�QG.._..................._... W ----•-------------- ------------•----•------------------•-•--••--•--------------••-•---------------- --... fi -----------------•--•-----..... Ux Nature of Repairs Alterations—Answer when a licable...=' � �._ ^'` ...... P ----- Agr in nt: Tl e undersigned agrees to install the aforedescribed•Individual Sewage Disposal System in accordance with e p isio m 5 of State Sanitary Code—The undersigned further agrees not to place the system in OP tion ntil a t ompliance h en ed by the boa of�eah. tned....... . .. -• .. • -•----•-•.............. . ..... �J Da PPc pproved By............ .............. ... ...... ................... ... ... ............. •- Date plieation Disapproved for the following reasons:---•--...---•--------------•-•--..........--•-•-------••----........----._.......------.._................•---- ••...................................•----•-••--••-•---•----•----•--------..........-•--•-•--------..................-•---•--------------------------------------------•-•-•--••-••---•---••---....-•-•- Date PermitNo....................................................... Issued....................................................... Date ,^ --- FEB.............................Ste' l THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - oF...... / ,��✓, . '...:.......................... Appliratiun for Dhip titti Workii Tunutrurtion Frrutit !, Application is hereby made f r a Permit to Construct ( ) or Repair ( ) / Idividual Sewage Disposal System at: ti ... ---------•--•- • .. =` ...............................................i -- Locati n-Ad ss �. or No. __� d/ r�rtd[ //ye.E �e_!?G ....r --{,.e... _. /�.GP �2��'1/._. f.2� ...._ caner , Ad ress -_--•- -%_r,...... ., ......... ._�1._r------- �......----- 4 ..................... I looms taller Address d Type of Building Size Lot___ .!__. `�l_:)Sq. feet V Dwelling—No. of Be _________ __________________ Expansion Attic ( ) Garbage Grinder ( ) p-, Other—Type of Building ......�!__c_%__e.,__._ No, of persons_._._ _________________ Showers ( ) Cafeteria ( ) a' Other fixtures ............................................... W Design Flow_._____:S_��__ _______________________gallons per person per day. Total daily flow......%_.__.-__ ......................gallons. WSeptic Tank—Liquid capacityl-__c:c�gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area------------ .....sq. ft. Seepage Pit No-----_------------- Diameter._.___._.._____.____ Depth below inlet_____._____.__...._. Total leaching area...2�5 sq. ft. Z Other Distribution box ( ) Dosing t� k G md b � ) jPercolation Test Results Perfor � % Date a , � ----2 ........... Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ t=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water...................... 0 Description of Soil........ - 2....... - ---.._.__..�o...........,1�`?(� �-l�- �................................................. IJ •••-----•---•--•-•-•----•-•-•••-•---•----• ......... fn ' ---•---•------••------------------------•-•---•-•-•-------•--•-------------•--•----•-•--•---........-•--••-------- ............................................-................................................................ . ------•• ...............- ......................................... ................ U Nature of Repairs gr Alterations—Answer when applicable....__ ---- Sr cte ...... Fq M Agreeiil t: Tl undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with t e pr lsio of ' 5 of State Sanitary Code— The undersigned further agrees not to place the system in ope tion �til a cat ompliance ha_W�*sd by the boar f ealth.i ned C:: /..Appl' i pproved BY �_. r ..� t Date A plication Disapproved for the following reasons:-----•------•------------------•----•--•------•---..__...-----•----•- .._._......•-••-••-••...-•••--•-••----•--•••---•--------••-•-••-------------•-•-••--••--•----•-...........__..........-•-••-•-=••••--••-----•-•••---••-•-•---••-------._..._•-••••---•------••----------- Date PermitNo......................................................... Issued ....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD IF HEALTH ..............0F...... ... .. C-Ax) ` ....................... Trrt firatr of Tontphattrr TH1,V IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) bY....... 0Z,--- -- •-•..................................•---••-•----•-•--•----•3.•-----....---•--•------•-- It.- �In-talk has been installed in accordance with the provisions of TITLE r of The State Sanitary C94e as described in the application for Disposal Works Construction Permit No.__ __ _"" ._ ' f� dated. ..: _i7.__I7t THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUAR NTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................ �.. ...._.... ............................. Inspector................. '` -- THE COMMONWEALTH OF MASSACHUSETTS ' BOARD F HEALTH T' b .........Gam.. . OF:.............. .(r✓1....._....------.......__.... •-� No.... ... FEE..........:..C.]....... �a Bilyin 1 oTi Tontr ion rrntit Permission is herby granted f.,.. = sI ��•------------•_... _... .....__. to Construct ) op;Re it ( ) an Individ Sewage Disp�Sxst!'�/ �C v/ �a - - --- ---------- - t q Street as shown on the application for Disposal Works Construction Permit No........... . ated... .._. ... ?.1.` DATE____.. Board of Health r:, FORM 1255 A. M. SULKIN, INC., BOSTON ? ' 01, IV N q C Sad w V 7 Of TOW 1, l �1f1�Q, •, '0. —, Dui r r. J U N i Flri;_DGE 09 Q v \` r A j y a ! i.. Y r i- /• - �,� I, \ -�O� \ // �) �P.L. \ '° .,,. f.Q L✓ ^'�<', its IWO 0Q1 A`�• '� I pG'�s>S9. OX A c e �a N'6•¢.�oG q�"w r J�' r}j"1 1 ,\�I %D^?j �r < rt s 1 of E �oT �, ,,.• _ �. Kj ID 140 a LEGEND EXISTINS SPOT ELEVATION0 CERTIFIED PLOT P AIV %XiiTI1dQ CONTOUR --- O - - -- : .R6B�I I4E0 .SPOT' ELEVATION LoT 7 r�z—w.<'A f9 '' IPAl: 9NE® CONTOUR, 0., ; � �1�y 7GnJ_S- f`•t'�c C -27 ` ndrk 'oun� sewerage,,stig�� yexNp ` The. locatign Of ---- 1N other•.,ut:i.lities Sown on tFis..plan. !s approx 1 i`mate ,only as dctc:rmined t r�in records' and/or. verbal �� Al T/I �14— ormatron 'i'hQ contrrictor . is responsible for the " ication of'the existing lgcat'ions 3.n` .the field. gCALEI DATE 7/cow 6;a rtIVs7A. E � �.0'�E®GE.ENC:'I�IErER!lUG Co !AI CLIENT. � 1-. CERTIFY THAT THE PROPOSED i REGISTERED JOS NO.' 5 -51-7 BUILDING SHOWN ON THIS PLAN LAND.... CONFORM5 -TO THE ZONING! LAWS ®' DER V DR'.BY� : 'OF 'f,q NS7Al151-C.MASS 12' pA A t R6A 3 T.R E ET. s r CH .®Y ..�..-. --- ; .'__._----- f :NAYp;.Ai.td t g9 I�'A93 NEET.:�:OP' : D TE REG. LAND SURVEYOR '}YM ,mnersn�mZaSIIP9�fN'� y t. �, 4.'F, i•T -. �S'2 '. :z' � _ s .a.,. 4..c�� 3`��'�� °;����l - ' .w.._. 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( o n o a j .• i I+flN.P/TC/�+ tE D/ST. •. •t .• WA SHE �:E 'SEPTIC TANK ' • � ' �4 • • `• •�� + =••• . ;4{ r t `� :.�FfFEGTl.✓l", . .� ti 3fd { sf V • ►;', . i DLrPT,fl,' • + �. .�• WASNED STdiVE �x;y. z x, x • Iapp.db � =.Z _ 3 3 r � • • s • s �r P R E['A5 r SEASXW4: ., 4 � - o • .+. r:'�.x�c .�H?>.'. ky - ap ' a Jl� k-:l 'O �,�'•�� •.t I...�.:R 7RY�R'7r �`1 EYR7YDJy I'!T Gs�P �'IIVYL�RT imT BldllO/NG x , ✓ WY C �3BlJN SEPT/� Ti4NK .¢T '" 3 /Z (SEE/°'T..'O1i41N 7�7 "~ L 7JO O107 ET SEPTIC TANX " 'g9 /FT - >IVI,�T D13TR/1lYTlON BOX GROLI vo xG4TE� Tit6Lf J(JTLrETDI STR/BdT/OIV 6AX 96.7 INLET LEACK/Nlr OJT . 8../ ,CrSEiyAGE /Sf�+O�SA L SYSTSM .- A40VLATIDN L EACH!/VG /P/T Z ,rT scALF : %s.' : 1=O•. ': DJMElV.S101V A DIES/GJV CRITERIA OIAIE%+irS10 19 11. . • N1It1DER Of BED�RaOMS "3 D/MEJVS/ON G_�_FT •ReA�Eo>•spossL VNfr!�o^-E SOIL LOG SD/L TEST TOTAL EJT/MAT'EG FLOW 33 o G.4L. DAY SOIL .TEST I�/ SOIL 71�-STl1�2 ' VUMS" OP 4eACXING P/T3 / EL1�Y. TO 2. . : f^ -ELl�Y. ,DATE OF S011. TEST S/df LeACHING PER-P/T /-S/ S, -T. . RESULTS IV1rAl&SSE40 dY `•. 11 CA ..i A:�w $OTTO^f A_G4CN1-VG PER P/r / ', $Q. PT, 2 PERGOLATVON AArAr � FsSS M.#,M/lNCN TOT.�iL lEACN/NG AREA Z_6`� S.i? FT 1 R mil . PIEJtGOLATION/MATE Az M/N.f INGN Sv�3�vit 2-0 �ESE�tYELE.«N/N6 AREA��SG. FT. 7— 7' _ - 59tl�D Jam. 'D v E ROBERTI ALBERT A. f u rMOR o 10�5i":o% j rvo. is ;� ELOREDGEEh+rrlN6ER/M' s: . io P Crvl ' p I 712 MAIN ST-• '.AlvAMN/9 A c+st � , !N r NO YYATL`/l..ENCOlJNT1�R60 tL/ENT NST. T6= � tvc uING Z Gam -�--�7 GROII/VO H!`�TER:AT ELl'Y JOA AFO ��So/4 BM�T Z�f .f .-.�-,_.� __ - _._ ', ...y:..... .... .:._.` ';•. _ _"'-x' _ .-.,.c•...�:.s...->�.•�..w,. +..w��,ou'rnaerar.:ar-.r..i=:eet rc.,nr^. R �J F )LD7` 7 7 rv//` •\ P(pad, : '�- .,r, ,,�`s`-: � x ALM A. 1` \ /GOO LPL. `V I 0 sE/�Tic ; tz ��. �t..Ti7c. LU ��•i z� 8.� I /� • —�51. __ _ man. a `s: .�...1._1 f C "`—/✓fi4°06�47N/ E� .� lo \ P,a✓�..1G-,y7.. �J ='U -i�X �D! Lo7 6 x o lu <<. LEGEND EXISTING SPOT ELEVATION 0 CERTIFIED PLOT P AN EXISTING . CONTOUR --- 0 —' t /c FINISHED SPOT ELEVATION `„),-} 1�L 7Or'!�_ FIMISHED CONTOUR underX�oun�l sewerage, I N NOI'fi The locat..iun of any existing is r al B/q �/57�,� wells; or other utilities (�own on this d or ve bPProx- • s dctermined t` Gin records and/ imat:.e only ,s onsible for, the is r� '' = l�n DATE , 7/> information. The contractor locations in the field. SCALE' verification of the existing lj�E _ 3,4 2NST.9 -_-------- ; 1• CERTIFY THAT THE PROPOSED E 4DREDGE ENG NI ERING CO IN CLIENT. ` Aso OUIL INOERT SHOWN ON THIS PLAN EOiSTERE REGISTERED J08 CONFORMS TO THE ZONING LAWS CIVIL LAND pR,BY� 4 OF, .I3A -N$7�i��� MASS RV . '. .712 M AI N -STREET-, Z D TE REG. .aLAND SURVEYOR `. HYANNIS,, MA3.S;._,l gHEET-- OF LEGEND 357.09' — MARSTONS MILLS LOCUS 3 PROPOSED CONTOUR 62 DEBORAH fQpRgH Q ® PROPOSED SPOT GRADE DRIVE p v 0 --98 —— EXISTING CONTOUR Y • 0 + 96.52 EXISTING SPOT GRADE � W-- EXISTING WATER SERVICE _ RACE LANE U TEST PIT SCALE: 1"=20' 90 —————————————————— LOT 12 92 _ \ a AREA = 90735 sf+— — LAND COURT PLAN 38973—E _ --———————— —————————_ _ \ 90 LOCUS MAP ASSR MAP65 PCL4-5 94�� _'� ___________ _�.� TH-��, / LOCUS INFORMATION 96 —_ ��• \92 9 PLAN REF: LCP 38973—E TITLE REF: CTF# 105147 PARCEL ID: MAP 065 PAR. 004/005 O lv� _ FLOOD ZONE: NOT IN FLOOD ZONE EXISTING SEPTIC SYSTEM DWELLING ,o REPAIR PLAN 98 LOCATED AT: FNON 62 DEBORAH DRIVE EL P �= 00.29�- MARSTONS MILLS, MA. PREPARED FOR STONE DRIVEWAY �/ DANIEL MOLENKAMP 94 ,�! { DECEMBER 8, 2016 ti OC4 ' 06 � OF 0 ``� 9�y 98 \ O f� FRAM SOD ——-1 00 N 0 AO ' sl WELL U' UTILITY 100 , / ' MEYER & SONS, INC. POLE WELL — LOCATION OF PROPOSED WELL PER P.O. BOX 981 SITE PLAN OF 1985 EAST SANDWICH, MA. 02537 BENCH MARK PH: (508)360-3311 TOP OF FOUNDATION FAX: (774)413-9468 100.29 \ BARNSTABLE GIS DATUM meyerandsonsincOgmail.com \ O ' 0 SHEET 1 OF 3 J 1789 LEGEND MARSTONS MILLS LOCUS 3 PROPOSED CONTOUR �E ~ RO OSED CO OU of oRAH DR e cc O ® PROPOSED SPOT GRADE DRIVE R/4H D U -- g$ -- EXISTING CONTOUR w + 96.52 EXISTING SPOT GRADE 0 W— EXISTING WATER SERVICE RACE LANE U TEST PIT SCALE: 1"=50' �- LOCUS MAP ' LOCUS INFORMATION PLAN REF: LCP 38973—E TITLE REF: CTF# 105147 PARCEL ID: MAP 065 PAR. 004/005 FLOOD ZONE: NOT IN FLOOD ZONE SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 62 DEBORAH DRIVE 3g�p9 MARSTONS MILLS, MA. PREPARED FOR - ----------------- D A N I E L M O L E N K A M P/ 9A ---- - �. READY ROOTER EXC. 9=---- -�'� � \ DECEMBER 8, 2016 a•--------------- ---° C LOT 12 g6______________ AREA = 90735 sf+— __ o s j �� OF gSsc LAND COURT PLAN 38973-E P ASSR MAPE5 PCL4-5 C �e?sq• - 7 DARNM. ^, N 0 �NIT0, B. d d r 3 9• / F i �•, �` � BENCH MARK TOP OF FOUNDATION MEYER & SONS, INC. C�pS10Np 0. 100.29 , U.Q5E0 ,959 g�R p�PN .• BARNSTABLE CIS DATU *c0- ,3 -,,- g P.O. BOX 981 P�f g EAST SANDWICH, MA. 02537 —� PH: (508)360-3311 FAX: (774)413-9468 meyerandsonsinc@gmail.com SHEET 2 OF 3 J 1789 ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS FOUNDATION BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE (Existing) FINISHED GRADE (96.0) VENT =100.29 F.G.EL: 98.0 F.G.EL: 99.0 F.G. EL: 98.00 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA d :a 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" F.G.EL: 97.34 DOUBLE WASHED STONE < STONE OR FILTER FABRIC a 6' 4" SCH 40 PVC 10"1 ®®®® O ®®®® ®®®®®®®®®®® 14' 6 @ S= 1% (MIN.) ®®®®®®®®®®® TEE'S ARE TO BE INV.94:0 2 E F. DEPTH ®®®®®®®®®®® :� 4" SCH 40 PVC INV.96.05 INV.93.80 4' 2 X 8.5' 4' GAS PROPOSED DB-3 EXISTING OUTLET BAFFLE DISTRIBUTION BOX EFFECTIVE LENGTH = 25' • ono INV. 96.30 `� Aft (H20) INV. ELEV.= 90.0 EXISTING 1 ,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ��` OF 'ass BREAKOUT OUTLET TEE AS MANUFACTURED BYE D E 9�y� ELEV.= 91 .0 TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.= 91 .0 0 No. 1140 INV. ELEV.= 90.0 E E3 ®® NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION ® ®®®®® . ®®®a 2) D-BOX SHALL BE SET LEVEL AND TRUE TO AfGI$iti��" ®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX QNITAR\P� BOTTOM EL.= 88.0 ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN t� 3.75' S FT. 3.75' 310 CMR 15.221(2) 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.60 FT. EFFECTIVE WIDTH = 12.5' WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE 0 FI LE DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SOIL ABSORPTION SYSTEM (SECTION) 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 82.40 GAS BAFFLE AS REQUIRED (500 GALLON H2O LEACH CHAMBER) GENERAL NOTES: DESIGN CRITERIA SOIL LOGS P#: 15209 I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 BEDROOMM BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: DECEMBER 1, 2016 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE. TITLE V. AND ANY APPLICABLE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: WITNESS: DAVE STANTON, BARNSTABLE HEALTH - 310 CMR 15.405 (1) (B): DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. 1) A 2.00 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING Elev. TP- Depth TP-2 Depth GARBAGE GRINDER: NO (not designed for garbage grinder) TO BE 5.00 FT (MAX) BELOW GRADE VS REO'D 3 FT. (H20/VENT PROVIDED) P Elev. p 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 95.90 A 0" 93.90 A 0" SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL. SEPTIC TANK TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. LOAMY 3/2D L 100YR 3/2D (330) = 445.94 S.F. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 95.32 7" 93.32 7" LEACHING AREA REQUIRED: FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN B B .74 ENGINEER BEFORE CONSTRUCTION CONTINUES. SANDY LOAM SANDY LOAM 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 10YR 5/8 USE TWO (2) 500 GALLON PRECAST H2O LEACH CHAMBERS W/ 4' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 92.72 tOYR 5/8 C 38" 90.72 C 38" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF THE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. BOTTOM AREA: 25 x 12.5= 312.5 SF Wp g�� L�_pgQ�p gy y T�g� �E PERC ® MEDIUM MEDIUM 78.ALL% PDISTURBEQERURINGTOCON UCTA SHALL BE RESTORED EL. 91.08 SAND SAND SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 2.5Y 6/4 2.5Y 6/4 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd CONSTRUCTION. 10. EXISTING LEACHING TO BE PUMPED. CRUSHED AND FILLED PER TITLE 5. 84.40 138" 82.40 138" PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PERC RATE <2 MIN/IN. (-Cl- HORIZON) 62 DEB 0 RA H DRIVE, M A R STO N S MILLS, MA AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY NO GROUNDWATER OBSERVED 13. NO PRIVATE WELLS WITHIN 100' OF PROPOSED LEACHING. Prepared for: Molenkamp/Ready Rooter Exc. 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. Engineering and Survey by: SCALE DRAWN DATE 15. ALL PIPING TO BE 4" SCH 40 0 1/8-/FT (UNLESS SPECIFIED) DMM • I, Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADI:P pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. 12/08/16 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. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EAST SANDWICH,MA 02537 REV. DATE CHECKED SHEET N0. 50"62--2922 DMM 3 of 3