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Home My WebLink About0113 BLACKTHORN ROAD - Health 113 BLACKTHORN 6 Marstons Mills - _ A = 046 - 062 - - - - - - -- TOWN OF BARNSTABLE 1 LOCATION�/3 �i¢�I�7!'JOI f� AV7/1 SEWAGE# VILLAGE /9v fJDi'I S'1M,'/1S ASSESSOR'S MAP&PARCEL OyG INSTALLER'S NAME&PHONE NO.SoB"-y?G-�73B.�OJtdLi De Gj,¢�:^OS SEPTIC TANK CAPACITY /DOO LEACHING FACILITY.(type) 2 Sb0 G ��l6F1'S (size) /3X NO.OF BEDROOMS OWNER ,�?,/S.y / Z PERMIT DATE:%0-30—/7 COMPLIANCE DATE:_//— 5'-/7 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 . ✓ zx� ` 6 cje t 131 17 A 3= 3 1 � 2 �- 13 3 . No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9ppliLation for Misposal 6pstem Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade.( ). Abandon( ) 4<omplete System ❑Individual Components Location Address or Lot No.//3 614C �-fIO,-" O ner's Name,Addr s,and Tel.No. Assessor's Map/Parcel p y6-p V f,f7<0il S G/S'S°Cl Co I taller's am ,Address,and el.NosO -�j�'ZO'9 73cS� Designer's Name,Address,and Tel.No.S�8- O_3 Ar e� sah's rnre- Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 70 Design Flow(min.required) Cj gpd Design flow provided .3 - gpd Plan. Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �'/J/SJ ,!� ��' !�� Pl�•� Date last inspected: Agreement: The undersigned agrees to ensure the ccnstruction 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. Signedc Date Application Approved byC�Qt Date Lo --,-4j' r Application Disapproved by Date for the following reasons Permit No. ,a l Date Issued to % C f r No. Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OFBARNSTABLE, MASSACHUSETTS Yes 0(ppYication for Misposal Opstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgr4&r<4 Abandon•( ) omplete System ❑Individual Components Location Address or Lot No.//3 614C k a01-4 Pe Owener's Name,Address`;and Tel.No. Assessor's Map/Parcel 0 416-0 Co-*2, Installer's Name,Ad eAs and Tel.No.S OE- 4/70,q73� Designer's Name,Address,and Tel.No..S�8—jV 4,0-�3 JoS�pl� CJ� �`�vs /s Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures -66v� 70 Design Flow(min.required) gpd Design flow provided 3 �- gpd Plan Date Number of sheets Revision Date Title _ - Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 9 /5r1411 f�GO�' i�� T /014•7 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. Signed %/yt/t-d Date b �O Application Approved by , �-" Date �b -3a r 1 Application Disapproved by Date for the following reasons Permit No. �2 1 1' ' Date Issued to THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(!j Upgraded(�)- Abandoned( )by ./,ost.o� /,,• �js4`!�'!,S' at//i L31,yckrh U/'4 PIOI-Gi A/ &een constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No..12011- �� dated 3 0— r Installer Jo S eno��,I, � d�-yS Designer �5' 4^AIC #bedrooms Z Approved desigo w gpd The issuance of this permit shall not a construed as a guarantee that the system wil' 1 fun`cfan as�des�gned. Date / /"� .� Inspector_ - - - - - - - ------ --- --------------------- --•------------ - No. bko Fee ee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS Misposai 6pstem Construction 3permit Permission is hereby granted to Construct( ) Repair Upgrade(G)— Abandon( ) System located at //3 131,og A T14 ww /•� r17 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 mu�, be7completed-witli%n three years of the date of this permit. Date 1 V Approved by 1/14/2,017 06:26kl 1�7441,'. -_ 3 MEYER s*1D SONS PAGE 01/01 Town of Barnstable Regulatory Services Richard V. Scalil Interims.Director NAW PubUc Health Division Tbowas Mcktan,Director 200 Main Street,Ryannis,.MA 02601 Office: 508-862-4644 Fax, .508-790-6304 bstaller& Desizuer Certification Forni Date: * ;Z0/Z Sewage Perm1t#, BY Assessor's MapWarcel ei�Lo& 2__ AL Designer; M-0v 'e- Installer! Address: 10 Address: L ,rknit� vvic-P A14 *W-a 0�11 was issued a permit to install a (date) septic system RV, ---based on a deslgm drawn by (.address) e.\q dated 17 Oesi e. 1 certify stem referenced above was installed substantially accordiag k, the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic taut Strip out (if required) was inspected and the soils were found satisfactmy. 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 relocatlon,of any component of the septic system)but:ire accordance with State.&Local Regulations, Plan revision or certified as-built by designer to follow. Strip out(iflfiyuired)was inspected and the soils were found satisfactory. I ceilify that the system referenced above was construct t: with the terms of the T\A approval letters(if applicable) (i nstal et',q Sign "./(Designer'&'Signhnee) (Affi Braes amp Here.) ?LEASE RETURN M-)vB A-IQ. TABLE PUBLIC HEALT)A -9 DIVISION CERTIFWATE OF COMPLIANCE WILL NOM- CIL BOTH��J&X ANn_&,4�- mln=, B LE. BALMS ABLE PU13LIC HF �_!�4w T ALTH jffl4Sj0N_ THANK YOU. O\Scptic\DesitnrT(:.ertificat:on Form Rev 9-14-13.doe i Town of BA'nstable. P# 5 � Department of Regulatory Services rl ' Public Hearth Division Date 9 r terKAS& $, 200 Main Street,Hyannis MA 02601 ?*n7 Date Scheduled / ` ' Time_ _ Fee Pd, �o k. i X:. i �uF . Foil Suitability Assessment for Se-wage Disposal Performed By: Lo r\ I'Vle, `-^ Witnessed By: i LOCATION& GENERAL INFORMATION Location Address 13 �C. R�-/V Owner's Name Q� (�� /\ 1 L�S,� I Address Ct1`M C� Assessor's Map/P4rce1: iJ y / I Engineer's Name MP��tAe 111 b NEW CONS" 1RU�i70N REPAIR Telephone# 3 — ?3 Land Use �� V �( I� Slopes(%) Surface Stones.�— Distances from: Open Water Body >—24U ft Possible Wee Area y ft Drinking Water Well ��ft Drainage Way ft Property Unc �17 ft Other ft SKETCH:($treat name,dimensious'of lot,exact locations of test holes&pere:tests,locate wetlands in proximity to holes) Rtr 9 I A • j I I i I i I i ' I p ) I Parent material(gecilogicA I(AG_ Depth to Bedrock�_ �• - Depth to Groundwater. Standing Water in Hole:' I Weeping from Pit Face l I Estimated Seasonal Mgh Groundwater D# TION FOR SEASONAL H R IGH WAT TA2LE Method Used: Depth ClbperveA standing in obs.hole: in. Depth to Soil mottles: !n. Depth toiweeping from side of obs.hole: _ I in. Omundwater Adjustment ft. index Well# Reading Date: index Well le Aco.faetOr _ Adj.OroUndwnler LeVel.,,,e PERCOLATION TEST Date � Tltw Observation I Time at 9" ... Hole# ; Depth of Perc Time at G" rStart Pre-soak Time.0 Time(9"-6" End Pre-soak Rate MinJlnch Site Suitability Assetssment: Site Passed _ Site Failed:: Additional Testing Needed(YIN) Original:.Public 1441th Division Observation Hole Data To Be Completed on Back ***If percola jipn test is to be conducted within 100' of wetland,,you must first notify the Barnstable C44servation Division at least one (I weik prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure. too Gravel Boulders. Con� -- Si6�9 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,35 Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C nsisten .r Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No L Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pe vi u �rtaterial exist,in all areas observed throughout the area proposed for the soil absorption system? J If not,what is the depth of naturally occurring pe vious material? Certification I certify that on ' b (date)I have passed the soil evaluator examination approved by the Department of Environ ntal Protection and that the above analysis was performed by me consistent with the required trai raextise d experience described in 3:10 CMR 15.017. Signature Date 10 12J i Q:\SEPTICVERCFORM.DOC JL 0,C A T'l 0t� SEWAGE PEgMIT ' O. VI L LAG E INSTA LLER'S NAME & ADDRESS V - rX1A10 2rc.6,1 67- B U I-L D E R OR OWNER IN /r11 DATE PERMIT ISSUED DAT E C 0 M P L I A N C E ISSUED 11-2 pvo 67W t r#Kh %000 611t, ,sir a. 1a 0 4 No..........1 i........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -- V-� ......:..o F........�� .................................. Appliration -fear Miip anal Works C onstrurtion PPruid lication is b ade for a Permit to Construct or Repair an Individual Sewage Disposal PP � �'f t� Y� ( ) P � ( ) b P System 1 .. {% V Location Address :^1 „—� or Lot No.---:._a .1. t ........---- .......... ----------- ..� .................... 177 Owner Add s --- Installer Address d Type of Building/ '2 Size Lot-.--_/z___ Sq. feet U Dwelling No. of Bedrooms _•._________._—� g— Expansion Attic PC-) Garbage Grinder ( ) Other—Type of Building ------ No.No. of persons........41.............. Showers Cafeteria ( ) A' Other fixtures ------------------------------- -- W Design Flow....... ... _ _ gallons per pet-son per day. Total dail flow-----------L. .................gallons. WSeptic Tan —Liquid capacity_/�---gallons Length-----�.------- Widtli-. .... Diameter---------------- Depth_..----_-.----- x Disposal Trench—No- -------------------- Width-------------------- Total Length-----.._----_-___--- Total leaching area--------------.-----sq. ft. Seepage Pit No..................... Diameter----____-___-.._---- Depth below inlet.................... Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) o x_ ��.— 3/�/� 7 W Percolation Test Results Performed by.----------- ------•--•-•-------------------------------•---•------- Date-------------------------------------... a Test Pit No. i----------------minutes pe-inch Depth of "Pest Pit-..-:_-_--__--____.- Depth to ground water...--_-.--_-.--.------ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.-.--.-.-----_--_--..... -------------- • -•-.-- •---- ---------=-- O Description of Soil-------......__ —� c�-------`�' --=� �Z-r'.. ' U --------•----------------•---------- -----••---.. 4 --- ------ •---------------- •----•------------- -- -------------- ----•---------------------------- -----••-- ---------------------------------•--••-------------••----------------------••---------------------- 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 been issued by the board of health. ed.. .:. --- , ------------------- Date ----- =-- Date Application Approved By---- ;� = .. .. ...•-• -------•----•---- q......72 ---------- Date Application Disapproved for the following reasons-------------------------------------------------------••----.................................................. ---.....-•-------------------------•----------........---------•-------------•---•-----------•----•--------------•---------------.....-•---•--•----•--------••-••------------.....----•---• ------------ Date PermitNo........................................................... Issued........................................................ Date i No.........yo�.•-••- Fes$...../ ' 'r..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF....... .r. .....`............... ............. Appliration -for DiBpviial Works Tott,strurtion Vrruiff Application is hereby'made.for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal System at,.:, _f Location- ddress tea/ `/—�� .-- or Lot No. Owner Address �.� Installer Address U Type of Buildii In O � �" Size Lot.____�.�-___._....`�Sq. feet a Dwelling—No. of Bedrooms .------ ____ .--_-.-_.Expansion Attic No Garbage Grinder ( ) aOther—Type of Building _i 4_—....____ No. of persons--------- Showers ( � ) — Cafeteria ( ) d Other fixtures ---------- ---------------------------------- ------- Design Flow_._. ." ---•-________------•--gallons per person per day. Total dail . flow._....... _______ _......gallons. i Liquid capacity---.-.____gallons Length----- _. Sept, "lank. �'t�idth-- -.-.--- - Diameter__............. Depth.--------_._---- xDisposal Trench—No. .....................Width-------------------- Total Length----__----.__..----. Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter•--___________-__-- Depth below inlet.................... Total eachi _ _lg area------------------ ft. Z Other Distribution box ( ) Dosing tank ( ) dr�� E . j,,. 3/2/-7 7 Percolation Test Results Performed bY--------- ----------- ----------•--•----------------------------------•-- Date---•------•------------•-------•------.. Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water...___.--------_--_---. (� Test Pit No. 2________________minutes per inch Depth of Test Pit-------------------- Depth to ground water_-.-.._--__----.-.------ D Descri tion of Soil---•-` --- " .�....`" . ,� .4�-------- 6trf�------------,,,G�''. 2 — �y . x U w U Nature of Repairs or Alterations—Answer when applicable...--------------------------------------------------------------------------------------------- ----------------------------- ------------------------------ -------- ------••----------...._..--------•-•-----------------•---------•------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article YI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ----•--------------------------- Date Application Approved By..... _e • **'7 ' .7_.7_ •.............•-•------•-------------..........----•-.....-----...................Date.....•-- Application Disapproved for the following reasons:..._.._.. ______ ............................... •--•-- .................------------------------•---------------•---------••--------------•-•-----•---•---------•-•-•----------•------••----------------------- Date PermitNo........................................................ Issued....................... ................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF—,HEALTH Tntif irate of Tomplittrtrr THI CERTIF hat the Individual Sewage Disposal System constructed ( 117or Repaired ( ). by " /y _ �4 --------------- A InAstaller /r��.�,� ► � t has been installed in accordance with the provisions of Arti I of The State Sanitary Code as described in the application for.Disposal Works Construction Permit No.... _7.. ...... -----•---. dated '"' _ . 7-�•+fir -- . -"-'--•-••----- -------------• THE ISSUANCE OF THIS CERTIFICATE SHALL OT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM_WILL FUUNCTIO/N SATISFACTORY. DATE... ..." ,�---------------- •-•--------- 1 Inspector THE COMMONWEALTH OF MASSACHU ETTS BOARD OF HEALTH ,�i OF....:.... ................�� 4: / No........717.--•••----- FEE.---(. MsVwittf rk,q �o trttrtiott errant Permission is h eby granted_•• 4 0rV - to Construe ( or Repair ( ) Ind• ewage D- sal Sys t �,• atNo.. ....------..... Q -------4 -----------•--- Street as shown on the application for Disposal Works Construction PPTit Dated------ .2...... 7 DATE Boar ealth FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS � 4 Assessor's map and lot" number .....:` .. " i r, Sewage Permit number ............i.. ........................................ -4 �QofYNEto�o TOWN OF BARLILNSTABD LE T BABB9ABLE; i V'' .M � LO G INSPECTOR 9�p i639. \00'� .. �D PY tr• _ y , APPLICATION FOR PERMIT TO ............................... .............................................. TYPEOF CONSTRUCTION �r..................... ............................................................................--.................................. ............... .... ....................19 I TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ....Loci ion .... ..... ...... -_. Proposed Use ........ i l `.. ... - ZoningDistrict .........................Y....................... ...............Fire District ................................................. Name of Owner `�"{ ._ '...'_. s�•.,�7t �-+�q' ��_��/..-...... (J.............. Address ........................................................ ... ` r 11 Name of Builder tom. t.... r ..K..."::................Address �•,•,. h-4-- j.( � P Nameof Architect ...................................................................Address .................................................................................... Numberof Rooms ............ ..................................................Foundation ............. cc............................................ Exterior S.S:1::.`:: ... `?"..............Roofings c ' ........................................... .. .......................................................... Floors ....................Interior : ,. .... ...................... ....................................... Heating 1 i,.,� , #Rr Z. Y ...................................................................:.............Plumbing ......................... ........1................:. `..................... Fireplace ...................f...........:• ..................Approximate Cost .................................................................... Definitive Plan Approved by Planning Bcard ________________________________19--------. Area .......................................... L/.p Diagram of Lot and Building with Dimensions Fee C"...!...................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... . ............ .......' ..',l ................. AsBuilt Page 1 of 1 U L0•CAT10M � SEWAGE PER IT ' N0. VILLAGE fyl/aiZS roti i M/c c 5 I N S T A LLER'S NAME & ADDRESS 8UItDER OR OWNER /7"11 ti7,9 DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED L 106)1) 6rd1[ rfK/t 100a 6191, /1/T a. ! N ld 0 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=046062&seq=1 10/23/2017 � 3p. =Y'�✓� I� � o Ed-�STiN6 tit/ r 'orio 6 LOi9A 4 37 .6 2.7 ' 6UB.S014- 10 439 I-A ry M/n//MUM 4OU/L_,a/n1G SE 7A5A1 � z S PTP20Pa5ED I3EL?,L�OOMS -' Y EM ONST2UGT/ON 5.�1�1LL CO^/FCJ,2M TO /►�J,Ass. IDA /Ly .FLOW 360 GALLONS.. ENV,1100NMENTA1- CODE 7-/7-7-,6 Y LEACH ,�,�iTE M/n/ J/NOy TOP of A N.0 TO l�t1N OF T.4 Z34 E FOUNDAT/ON yEA L 7r,4-1 2,'r-(SUZ-A r10"S. P.�O,aOSED L E.4C.�-/�1,��,q �2 70 � i /0 • T YPI CA L. RROF FILE /Mp�,�✓/OUS C'OV�� i*!J/N/MUM� M�1 NNOLE A C O VLF,e TO 6�C TA NlD TO 4V/771'1//V / ' OP /N/Sti/ED G,eADE TO p2I-EVENT F/n/E5 FTZOM 1/ 1F/G T2A T%iVC� "cc) TLs 5 8OX B ox 30 / z/.. STOn/E 4..D/q MIN. - 3 Mity. T/GHT �4%Poor ' 4! ;�F L O w G uv E ✓^ Nin/,ca/rG'N /Q �3 ¢4FooT - !D`M/i✓. /4" or 4'a�.4. v M1— /� L)SyF-I� /000 LE I Cy - >N1/ERT STOA%� �F GALLON v4Rr //Vt/ERT ry 6" ELE✓ ,L},�OUND rWA r-,,- T/G/a r� /IV VE,�r BOTTOM OF P/T /N VE,2T /O M/ /--- 20 TIF'IED SLOT >L,4,tV (7.4r All E SM/ T-H �� ,--'TJC Tj1` /k ?-C� L' �Q N!/r ; }C1•y ?E PEAENCE 86.//VG L.07- 438 4,5 _ e'✓/ k�,-f '✓ram, �F /O ?C�/^_4 . �Wl,,l Oh/ L. C. YLAAJ 3075l I' GT7Fy 7`1-/A7- THE EX/ST/n/G GEORGE y� FOCJiVI,�Q T/OiV L OC.4 T/ON /S C0.e1zf�'T tow,Al A S S/-/OGv n/ A NZ. CO�/F'O.�M S YV/7-/1 � 9� �a cn s � �y QlsTER pQ' 3 THe L 0/4-D/NG DATE. GEOGE LO�c/:T, . APP•�'O�AL ':,� � • ' � �'/- .33,E .' 1 LEGEND MARSTONS MILLS PROPOSED CONTOUR V OW PROPOSED SPOT GRADE 104� C EXISTING CONTOUR 105_ �` \ + 96.52 EXISTING SPOT GRADE m v W— EXISTING WATER SERVICE ® TEST PIT \\ \ Eo�E OPP SCALE: 1"=20' o' ens \ `Q WATER GATE SRN R RE it 105 �Q i LOCUS MAP 104 ' 4Q LOCUS INFORMATION ld, i' 105 PLAN REF: LCP 30751-1 TITLE REF: C112742 o i PARCEL ID: MAP 046 PAR. 062 FLOOD ZONE: "X" COMMUNITY PANEL- 25001CO564J DATED:07/16/14 104, k-<<�Nc SEPTIC SYSTEM r REPAIR PLAN c)' LOCATED AT: '\' \ �" 0 113 BLACKTHORN PATH EXIST. OOOG E N SEPTIC TANK \\ pO� SEo MARSTONS MILLS, MA PREPARED FOR ' RUSSELL RE.DGATE 0 C\:-01D �� / �0 1 OCTOBER 12, 2017 REV: OCTOBER 23, 2017 TPA 1Ad t LOT 438 TP — —— 105 �, o ,ygss9� AREA = 20110 sf+- r y LAND COURT PLAN 30751 -1 �3 O \ DA EN r' YE ASSR MAP 46 PCL 62 CJ, O / O �Jo. 114.0 f� / ^o 2`500. NCI AR i c'-o:21 MEYER & SONS INC. PLAN P.O. BOX 981 EAST SANDWICH MA. 02537 SCALE: 1 in = 20 ft �� O BENCH MARK ' 0 20 40 104 �Z ' o PH: (508)360-3311 `\ TOP OF CONCRETE BOUND FAX: (774)413-9468 0 10 20 40 103.80 meyerandsonstitle5@gmail.com BARNSTABLE GIS DATUM SHEET 1 OF 2 J 1894 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS T.O.F. NOTE: PLACE RISERS OVER ALL COVERS W/IN 3" OF GRADE EL. 107.10 • F.G.EL: 105.50 FINISHED GRADE (104.0) F.G.EL: 105.50 F.G. EL: 104.0 A' MAINTAIN 2% MIN SLOPE OVER LEACHING AREA r TOP TANK=EL. 102.5 2" OF 3/8" DOUBLE WASHED j STONE OR FILTER FABRIC 3/4" - 1-1/2" 6" • DOUBLE WASHED STONE 3- 4" SCH 40 PVC 10"I ®®®® ®®®® C�? S= 1% ®®®®®®®®®®® TEE'S ARE TO BE 14 INV. 6 (MIN.) ®®®®®$®®®®® 4" scH 4o PVC 2 EFF. DEPTH ®®®®®®®®®®® INV.101 .20 �< INV.100.25 4' 2 X 8.5' 4' EXIST. INVERT GAS PROPOSED DB-3 BAFFLE 1. DISTRIBUTION BOX EFFECTIVE LENGTH = 25' INV. 101 .45AS& (H-20) INV. ELEV.= 100.0 EXIST. 1,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON �� FSs9�yG BREAKOUT OUTLET TEE AS MANUFACTURED BY o DARREN M. ,r ELEV.= 101 .00UT TUF-TITE, ZABEL, OR EQUAL MEYER TOP CONC. ELEV.= 101 .00 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING No. 1140 "' INV. ELEV.- 100.00WE303103 •®.® PIPE INVERTS PRIOR TO CONSTRUCTION ®®® ®®® 2) D-BOX SHALL BE SET LEVEL AND TRUE TO �Pf�/� ®®® . GRADE ON A MECHANICALLY COMPACTED SIX NITAR��`� BOTTOM EL.= 98.00 ®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.7T. 3,75' 310 CMR 15.221(2) 3) REPLACE EXISTING 1.000 GALLON SEPTIC TANK SEPARATION 5.70 FT. EFFECTIVE WIDTH = 12.5' WITH GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE DAMAGEDED,, OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 92.30 _ SOIL ABSORPTION SYSTEM (SECTION, GAS BAFFLE AS REQUIRED (500 GALLON LEACH CHAMBER) GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST 8E APPROVED BY THE LOCAL SOIL LOGS P#: 15476 DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW** BOARD OF HEALTH AND THE DESIGN ENGINEER. NUMBER OF BEDROOMS: 2 BEDROOM DWELLING/3 BEDROOM DESIGN 2. WORK AND MATERIALS SHCDE, RiE YLINLEOF THE STATE ENVIRON ENVIRONMENTAL OE, T V. AN O THEA APPLICABLE DATE: SEPTEMBER 14, 2017 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, CSE 1614 DESIGN PERCOLATION RATE: <2 MIN/IN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLLED PRIOR WITNESS: DON DESMARAIS, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. D INSPECTION ENGIN 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 Elev. TP-2 De SEPTIC TANK: 330 d FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP-1 Depth Depth 9P x 200% = 660 gpd, USE EXIST. 1,000 GAL. SEPTIC TANK ENGINEER BEFORE CONSTRUCTION CONTINUES. 103.95 0" 103.80 0" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. A LOAMY SAND A LOAMY SAND LEACHING AREA REQUIRED: (330) = 445.94 S.F. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF IOYR 3/2 IOYR 3/2 .74 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 103.53 5" 103.38 5" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. B LOAMY SAND B LOAMY SAND USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' 7. WATER SUPPLY PROVIDED'SY MUNICIPAL WATER. .101.13 C 10YR 6/8 34" 1oo.s8 c 101R 6/8 34" STONE ON ENDS & 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. 9. IT SHALL AREA: 25' x 12.5'= 312.50 SF SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE _ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING MEDIUM MEDIUM SIDE AREA 25 + 12.5 X 2 X 2 = 150 SF CONSTRUCTION. PERC TEST SAND SAND ( ) 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. • EL. 98.95 2.5Y 6/4 2.5Y 6/4 TOTAL SQUARE FEET PROVIDED = 462.50 vs. 445.94 REQ'D REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. DESIGN FLOW PROVIDED: 0.74(462.50 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION - 12. THIS 5 NOT TO BEECONS USED FORRED EPTIC SYSTEM LINE SPUOSES ONLY 92.45 138" 92.30 138" PROPOSED SEPTIC SYSTEM UPGRADE PLAN AND13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. (•C2• HORIZON) PER SIEVE TEST 113 BLACKTHORN PATH, MAR STSO N S MILLS, MA 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED Prepared for: Red Qi:@ 15. ALL PIPING TO BE 4• SCH 40 01/8'/FT (UNLESS SPECIFIED) System Design and Topography Plan by: SCALE DRAWN DATE • I, Darren M. Meyer, R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM 10/12/17 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 Sail Eval. Exam in October, 1999. EAST SANDWICH,MA 02537 REV DATE CHECKED SHEET NO. 50e-3sz2922 10/23/17 DMM 2 of 2