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Home My WebLink About0022 PASTURE LANE - Health 22 Pasture Lane Hyannis A=24:8 - 262 o ° P ° o o v � � P K ° q Y e ° 0 ° ' F TOWN OF BARNSTABLE LOCATION Lam- SEWAGE# o160 7- O'?y VILLAGE V Gnn rf ASSESSOR'S MAP&PARCEL cy7-- d 6-2 INSTALLER'S NAME&PHONE NO. i ... J2. LJ.,AJ.A SeP�re Sen.ree 307, SEPTIC TANK CAPACITY to LEACHING FACILITY: (type) d x TW (size) y)e Q-s'Y d NO.OF.BEDROOMS OWNER �- PERMIT DATE: 6 ®!J COMPLIANCE DATE: eph 9 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility l Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) s Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) nn Feet FURNISHED BY C;l3tf 1 ' � I R, a - r 0 TN G G l!` «'l 6Ts s No. Fee vYe�s THE COMMONWEALTH OF MASSACHUSETTS Entered;n computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippYILAtiDU for OI8p08aY *pBtPUI COUstCUttIDIY permit Application for a Permit to Construct( ) Repair�Q Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components L ipil Addy of No. Q� � Owner's Name,Address.and Tel.No Assessor's Map/Parcel a 4 @tot 3bC�� `9Q_� Installlere! a e tress,and Tel.No. �7 Z - `??1p Designer's Name,Address,and Tel.No.JD�' & — � 'T-e.cSti. 1 % �e it 1- C+rc_R SCE ` Type of Building: Dwelling No.of Bedrooms —3 Lot Size sq.ft. Garbage Grinder t Other Type of Building 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. Description of Soil Nature of Repairs or Alterations(Answer when applicable) n5 �� '�� , -e— CA r 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. i e 0' a Date 1 L U Application Approved by / Date _ Application Disapproved by Date for the following reasons Permit No. Date Issued ___________y-----_�- _______ S _ ._.n....,r•- -.�.'�,.R`.-+;.r•..•-� '•c•w9''�'�""�� . rYr�4�-1:+4��"��Aii`1a""":�.'v"'s-.vh;,`Y+�k�w:++�vT'tiaw*-avN7^vm..,r,..,r•.�1,:vYs.:-5*+�3-�+.7v:pv_..��.��-.v:;y.K.xs.se,:+....-^�.•rw.. ... , r; 8 No. ' Fee uter: 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in com p — { PUBLIC HEALTH DIVISION -`TOWN OF BARNSTABLE, MASSACHUSETTS Yes V / � fttlYlcatl0tt for I8tl08aY 6p8teltt COttBtrUctIOTY Vertttlt Application for a Permit to Construct( ) Repair of Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. / Owner's Name,Address and Tel No.570f3 uxX4 (t ry,. o.. �?W V01� Assessor's Map/Parcel ,-)(4 g (D cJ �� Qo"-. O � Installer's Name,Address,and Tel.No.Sp .p ��- 2 k-0 Designer's Name,Address,and Tel.No. f)S - a(rdt4 Q�et" Type of Building: Dwelling No.of Bedrooms � Lot Size 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 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soilt' ; Nature of Repairs or Alterations(An(sw_er when applicable) _3 �S v\ �) t`� l f �`j ` a �•��ti'�..N^. TC 1 •� ��..�� C,l�-'�Cy.f'�v�t � �'`�� J 1 r'a � . �J Date last inspected: Agreement: i 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. &igned � �� o a � DateApplication Approved by / j v v�l' Date /J Application Disapproved yv V r V f I l Date 3 for the following reasons / 1 Permit No. /� IV� 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( ) at 5820 G,< X-P - t 8_11G has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flo''� �;� gpd The issuance ofrthis permit shall not be construed as a guarantee that the system ill ion as designed Date t� t� I ff It,C1 Inspector .-•-•------•--•->-•------•---------------------------------------------------•-•---•-----Fee No. p . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mispo8al 6pstem Construction permit Permission is hereby granted to Construct( ) Repair()() Upgrade( ) Abandon( ) System located at �o a,,vA }n,,,l` s and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply wit h Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. 1r � Date //�j f, Approved by i w down of Barnstable . y Department of Regulatory Services i Public'H_ealt_h Division rl'1r1� G, stivrer,�ars = _ Date _ _�d: - 1639' I 200 Main Street,Hyannis MA 02601 Date Scheduled-- 1 J Q Time U �_ Fee Pd. -- Soil-Suitability Assessment for Se-a `e is o al g p Performed By: kv't t� � C.D UG l j- W d W Witnessed By: _ 6w - K• LOCATION& GENERAL INFORMATION- Location Address (n a t; l�' . . rI' tit' 719 f!w Owner's Name rt,. V,�? �tiZS%Ent Addr r 5 VI ess". Assessor's Map/Parcel: -rlY�ilitil� S.• . , � 5. � Engineer's Name r� y u "vlc/ti.Ivy NEW CONSTRUCTION.. t- REPAIR - L`'. 9 ¢ (� .. Telephone# ? �]'C 'Land Use U Slopes(%) I �D Surface Stones IA.6 14 'e_ 'Distances from:YT0 en Water Bod o P Y ft Possible Wet Area I ft Drinking Water Well D6 pt Drainage Way S {' ft Property Line V.D ft Other ft SKETCH:(Street name,dimensions of lot'exact locations-of test holes&perc tests,locate`wetlands in proximity to holes) }.. 1 TPT - I rp® ylGROUNDWATER ADJUSTMENT 4 I NI �� EXISTING GROUNDWATER LEVEL BASED ON TOWN OF BARNSTABLE I m GIS DEPARTMENT RECORDS. INDICATED GW 20.00 INDEX WELL MIW-29 ZONE D I READING DATE MAY, 2009 READING ADJUST �.4 � MENT 6.2 ° f- I I ADJUSTED GW 26.2 t . RASTUBE LANE Parent material(geologic) 1 �hL� V V L41 S� `Depth to Bedrock Y`PAIR Depth to Groundwater. Standing Water in Hole: N e Weeping.from Pit Rpcc w 0 e Estimated Seasonal High Groundwater see 4 bo y DETE��1TION FOR SEASONAL.kiIGH`WATLR'I'ABI,E Method Used: �1e� �/l,pt/' Depth Observed standing in obs hole: _, in.Depth to svlLmetilea; - _...._.. Dephl-to weeping from side of obs hole: "" - In, Oroundwater Adjustment fr. Index Well# Reading Date: Index Well lever AdJ,factor- Adj.Groundwater level , PERCOLATION TEST lute 015i�y Time Observation Hole# Time at 4" /9 Depth of Pere Time aCG" " Y� Start Pre-soak Time @. L 51 Time(9"-6") �"4 End Pre-soak l.o Rate Min./Inch Site Suitability Assessment: Site:Passed t Site Failed: Additional.Testing Needed(Y/N) _ Original: Public Health Division, ;+ „ Oiiservation 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:\S EPTIC\PERCFORM.DOC r DATE OF TEST: JUNE 15. 2009 SOIL TEST LOG APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 WITNESSED BY: DAVID STANTON. HEALTH DEPT. PERC NUMBER: 12593 TEST PIT 1 NO GROUNDWATER ENCOUN—ERED PARENT E T MATERIAL: PROGLACIAL OUTWASH ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 46.75 (INCHES) HORIZON TEXTURE (MUNSELU MOTTLING 0-6 O LOAM 10 YR 2/2 NONE FRIABLE 6-6 E LOAMY SAND 10 YR 4/1 NONE FRIABLE 8-12 A SANDY LOAM 10 YR 4/4 NONE FRIABLE 43.75 12-36 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 36-136 C MEDIUM SAND 10 YR 6/4 NONE LOOSE 35.25 NO TEST PIT 2 PAARENOTUNDWATER MATERIAL: PROGLACA LED OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL Y OTHER 46.20 (INCHES) HORIZON TEXTURE (MUNSELU MOTTLING 0-6 O LOAM 10 YR 2/2 NONE FRIABLE 8-10 E LOAMY SAND 10 YR 4/2 NONE FRIABLE 10-16 A SANDY LOAM 10 YR 3/4 NONE FRIABLE 42.45 16-45 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 34.70 45-138 C MEDIUM SAND 10 YR 6/3 NONE LOOSE DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color.- Soil Other Surface(in.) (USDA) (Munsell)3 Mottling (Structure,Stones,Boulders. Con i to c %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co s' ten Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No T 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. �e5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator ex urination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. q Signature ( '+A 7 �I Date S'vine l �J, �0 l QASEPTIC�PERCFORM.DOC 0- 'z, � LV �A .IMur r 21 a P i 417 '' . 16 SIM r i I � A `" RC z �r 3E r, w l :x. W ` G N! W W � N � ® C Q W N G W W H Q J Z d O ac O ac u r , A �, � '1 �`_ ' ��r -- �� ., �� .. �- I -� �.� �-- � � . - . � THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _a6- -••-.. :........OF..... S� Appliratiun for Dwvoiial Workii Tomitrnrtiun Vamit Application i h reb made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: di�o2r tio dre L No. Ow Address W ... ............................. ........................ Installer Address d Type of Building Size Lot.•- (P......Sq. feet v Dwelling—No. of Bedrooms..........-..................................Expansion Attic VIV Garbage Grinder V20 a Pk Other—Type of Building ......4WO... No. of persons.......6................ Showers ] — Cafeteria ( ) QOther fixtures .....1.wz? ��---------------•-------•----------.....-------•-------•---- ..........-3............................................... W Design Flow-•-••.•-.•.-.-5_•�-------------•.gallons per person per day. Total daily flow..--- -3-V•••-••-•••---....••-•••.gallons. WSeptic Tank—Liquid capacity/Gr®ff.-gallons Length....ls..... Width....6----.... Diameter................ Depth.•. •.�... x Disposal Trench—No. --.• Width.................... Total Length.................... Total leaching area...C?.-1�_46.._.sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) — `-' Percolation Test Results . Performed by---125 -tia-.---- --.. �.. .. ....... Date....... ,� . .• ,-a Test Pit No. 1.,ee-.%-.4..minutes per inch Depth of Test Pit......../2-.-..... Depth to ground water..... fZ Test Pit.No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 -•-f-------- �.-- 0 s/---- j Description of Soil--•••••-•-� ..........f_ ...t- � - �z : _ ------- i ze ..-•------------------------------------•-----•-•---------....--•-------•-•--------•-•••-••-•.....•---...-.-..-•-•--------•••-••-----••----•-••---•-••--•••-•-•••-----•-•••.....-..•••-•-----.....••••- V 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 TITLE 5 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. Signed--- L�-G �� '`:L•:.- r Date Application Approved B / PP PP Y ,... ................ ....................................... Date Application Disapproved for the following reasons:----••--------...•....•...-...--••--•--...--•-•---------------------------------------••--•-•---•-•-•-••-------- .................•--•----.......---•-----..•..-.....-----------•---......--•-------------.......----•--..........-------••-------•---------••----.•...------------------•-----------•• --•-••••--•-•-•- Date PermitNo......................................................... Issued-....................................................... Date No......................... FEB....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---- ---- ---OF.. ...J/A I el K'��4 Aplrfiratiun for Dhipoiitt1 Work.5 Tunutrurtiun rrtttit Application is hereby made for a Permit t Construct (� or Repair ( ) an Individual Sewage Disposal System at: .... Loa lionn.ddres .�.. ..No............................. ' v� . :.........o.n �; !_.._. .....-•---------•............................................ /� ,{yv - d ess .••• -...___!�-r.•=r.�r.�....:"-`... ••---•............................•-•- •-------•-----...__�-• • --•• "._:.....::.�...-1`j?� ......I.••-•^•____ Installer Address jj� Type of Building Size Lot.... 4_2 Qt�tld Sq. feet .-� Dwelling—No. of Bedrooms....... ........._______________________Expansion Attic (`1 Garbage Grinder V20 04 Other—Type of Building _...__l1�41�__.__. No. of persons.......�•-••____-------- Showers Cafeteria ( ) Other fixtures ----- . E.-----...-----------•-----------------------•-------------------------------- w Design Flow_______________ __..______ .___..gallons per person per day. Total daily flow____ _A_C)........................gallons. WSeptic Tank—Liquid capacity/d'Al__gallons Length----Af__..... Width..... ........ Diameter________________ Depth___ ___..__. x Disposal Trench—No._1_/__d-1Z6__.. Width.................... Total Length Total leaching area...s�&1 .___sq. ft. Seepage Pit No_____________________ Diameter._._.__.__.._..__._. Depth below' inlet_____._____......_.. Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by._25$ _ ?,4ilAtk< ........... Date....... _ . Test Pit No. 1. .minutes per inch Depth of Test Pit.....JZ.......... Depth to ground water....._ .d1p.4� (4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----- --• ••••................ ......................................................... ,� 11 Description of Soil.......... �.a ..__.._.__�s' � ..' --------•-••-------•-•------------------•-•----------•-------------- . '' f�' t / r.�� -----------------------••------------------____-__---______-__r*;--------- 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 TITLE 5 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. Signed.--• .. �+ _.. .. ................... ................................ Date Application Approved By---•••--•-••••........................................... Date Application Disapproved for the following reasons:-------•------••----------------------------------------------•---------------....-----------•••-•._...__....•.. _________________________________________________________________________________________________________.___._.__.______._.___._.._____.__.__.__.____..______.______._.____.____._..___._.__.__........- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH :..........OF......... .../. ............................. Trrtif iratr of Tontphatta THIS IS TO CARTIFY, Th the Individual Sewage Disposal System constructed ( or Repaired ( ) by.. :--•- - ---------------•---.......---•-=---------•-•---•-•......-•--•-------•----•----•-•-•---...........•--......_..---••---•-•-•--..... alley at... V r„/ ' 1�7 ' ! ► --•---------------=------------ has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated_.........................-..................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WI F NCTION SATISFACTORY. DATE._._ _L __YK-•-•-•........................................ 1 Inspector . 7 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH `$......................... �....... p <•r� No.__!! '. FEE...:... iu�ruunl rku Ton, nrtion "Pauli# Permission is h reby granted V� --•-------••-- --------------•-------•----••----•----•--.-_____------•----___-_____-___-__.-__-_- to Construct or `epa.�lr ( ) an Indi S W a DisposalSystem Street as shown on the a ;1/icatiofor Disposal Works Construction Perm No: �_"�7.�..Date __________-----••--• ....... - -•-•• and of Fleal DATE-•-• - --��-,h-.=-••-- .. FORA 1255 A. M. SULKIN, INC., BOSTON r 7,0 NE 9-1g • 100' W►br r1 to /io �ALy .. hoc'/... Lb Le p Pam° Tqu So►` 1 _ s ,3 OIL. O wos�° SE. T 0 G_ nd i � � D A r\ �✓ !rN s \JET . 1 kt- OF'Mq g G c WE ERG H Toe 0 p 366 �srE�`�`��`` �Y E . JOSE_�_� ra 4vh�TNE� S�ONAL ENS' LEGEND CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION OAO EXISTING CONTOUR --- p of Mqss�o FINISHED SPOT ELEVATION oBERT Lc)= L k..,2gIe FINISHED CONTOUR 0 UCH IN APPROVED BOARD OF HEALTH Is DATE AGENT su SCALE,. 1 1.0 DATE , 13A. I,ELDREDGE ENGINEERING CO. IN CLIENT. Sty: .1 'CERTIFY THAT THE PROPOSED EGISTERE REGISTERED JOB NO. .e3 6 BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS ENGINEER URVEY R DR.BY' .,L& JlD . OF BARNSTABLE, MAS�712 MAIN STREET , CH. BY$ egg- P. �J C HYAWN I S� MASS. O v Q lz � r 1 . _ h a {, p � h " � �► � 44 V boo v lh � v � W W V .. N ,� - . ,A � � � y �y�� w wy a 14 v W Z F� � � W� a� .,p. 4ao , p p . y ' �:WKK \31o14 2 aC J •1 � 4b �v�+ W. • • . .�Ze • e • 0 IS, v 'K 2W . . • f eei • ; i Yoh $ Q,.W� k 4 IV qw MOO 14 Iz 14 h SETTS QQ2 O C q cr o W • W y � ` D O � � � � y � o f`�p o 3 Ik T LLI kl tjZ � zz WW � W o.� o. u� Q woo LU l paoa �FA� 6, 10 �+s rvef_(b l �p .,? o yp� 17 o� 1 � O o v f' \A �o tdcp P + 1 Y 5 o c, 11VE . , ERG H 7'o�'O �fT i�. .' A Os ,'..;TJ PL>�y�l`: it`J� /_:�.. F. �� _ %�4' E-. ..1u_,G_r.`.J G✓/-fl c rAY 51019AL LEGEND EXISTING SPOT ELEVATION Ox0 'CERTII FED PLOT PLAN EXISTING. CONTOUR ;_— O ___ �Ho¢ �%I�s�� FINISHED SPOT ELEVATION oeERr .FINISHED CONTOUR O--___•_ a IN APPROVED : BOARD OF HEALTH DATE AGENT S6 SCALES 1 10 DATEg �<<: L ' L31 ' EAIt^SiIVEE01Y1 4 � l C4w04:.PVT: y � I CERTIFY THAT THE PROPOSED ECIS'I ER4 RE�34STE4E1a Jo8 (yO. i ak BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS : . . ENGINEER S RVEY DR By ®1= ®A:RNSTABLE , IdAS 712 MAIN STREET. CHt 4i YiA I~IL IV t S, MASS- ( --��"------ "=-- ... ". -. ..---- 5HEET,...- OF . _ Ai .E RkG. LAND� SURVEYOR L CONTOURS ��o r GJI� LOCUS _4 EXISTING — — — — — - 50 o c�P� PNE 43 — 4I,4 45 MINIMAL GRADING PROPOSED RE 44 -� �� O 5TU p 46 �Q PA O 45 1, / `�050 f E o�`Z Z r �Z� 1 TP-2 :- _�� w� 47 O °u-1 m 24FLx125Ff. x2F't N o awe c� LEACHING GALLERYmJO m N BENCH MARK CENTERVILLE. MA ui I I Q TOP COR BULKHEAD LOCUS M/ \P �� ELEVATION 47.23 m a e / 4 / NOT TO SCALE 0=z ' ? �, z� / m TP-1 BARNSTABLE GIS DATUM , O,V 7 ;: N Ow Of ww�� w <3 LEGEND O(L (L0�C v W �Ir O �/ w °o / / / EXISTING �z J=°ao �J z w n / 1000 GALLON N<\ <W = W W z 4J m° EXIS Tl / SEPTIC TANK (o -iw W} U > o tq o� 4s 3 E3 NG I 1500 GALLON z �Of < _ � N �_ / ED l o e w m L_x ❑ Z < / DI / SEPTIC TANK j C7 z B < W < Ll.l W >LQu w co m� —i CDv ° / T I' VG / GARBAGE GRINDER EXISTING LEACH z OP. • J u ° _ e : :;;' � w l EL OF FNpN IS NOT ALLOWED PITXCESSPOOL W Z (Y U w e 7 (A CD <❑ m ,• ; l 801 f_ (4- WITH THIS DESIGN. �Q z w� UTILITY POLE DRAIN e Q J Ld li o f X w �, I I TEST PIT® D-BOX ❑ L� N �+ O mIT Ln Q~O (A w LL II N N 4 I 1i I w (1l w ❑ v o w 6 Lu I v~ u CY o 3 I Lu z w LEI W x z O(J� �� ..x ow W zw: - w I E R� N'�GES O �� / �tN OF Af,48 ` :z �N OF MqS cn e U z l SEM I / I 11 FT` s9 a z w CD(n m ENl I \ /, \ o� DAVID ya �� cy (L LOT 18 �D. , o DAVIDLu Gs 3 ?z AREA = 12600 s F +- I' GHANOWR m o N t COU z I I\ l Q 3/ ,( I COUGHANOWR W Q o Z E �Np. 10930 W(Wfl cn 03 v // �G�STrr- `rp �ICENSE� 0 aW w N -�®�_� _ �f _-- J O v 6 e lil / E0- 4P -_- l �Jh e t�, 2�O c/ w //�J /� �'E O P VE J f W criZ /'1ST�jl MENT e SEWAGE DISPOSAL SYSTEM PLAN I w w Q Z �® �� J z m 0 T f� -TO SERVE EXISTING DWELLING L� 3 <m z J ~ °' /� EST. DAVID & KERSTEN DENHOLM p OJ O Q U n Ne OWNERS OF RECORD ZCD `� n 22 PASTURE LANE o i1. r(y e I �, ' ��® 1995 ��- HYANNIS. MA n Z + CD � W ON�� PROPERTY ADDRESS cn PLAN ASSESSORS MAP 2 4 8 PARCEL 262 O m 43 TRIANGLE CIRCLE ' SANDWICH MA 02563 PLAN BOOK 249 PAGE 15 O - SCALE: 1 �n = 20 f't - o J(Lon m508 364-OE394 l_120 20 40 DATE: JNE 15. 20m9 X co JOB #E T E 315 8 PAGE 1 OF 2 VERSION: A LL ~ w NOTE 0 10 20 THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM EXISTING SEPTIC TANK AND LEACH PIT ARE TO BE DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING PUMPED. COLLAPSED AND FILLED OR REMOVED. PLACEMENT OF ADDITIONS. SHEDS, FENCES OR SWIMMING POOLS. OWNER ` SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. SOII DATE OF TEST: JUNE 15. 2009 L TEST LOG APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 DESIGN CALCULATIONS WITNESSED BY: DAVID STANTON. HEALTH DEP PERC NUMBER: 12593 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD NO GROUNDWATER ENCOUNTERED OUTWASH �}SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS TEST PIT REPLACE CRACKED 1000 GALLON SEPTIC TANK WITH ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER NEW 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING DISTRIBUTION BOX: USE 3 OUTLET D-BOX. 46.75 0-6 O LOAM 10 YR 2/2 NONE FRIABLE SOIL ABSORBTION SYSTEM: A 24 Ft x 12.5 Ft x 2 Ft LEACHING GALLERY CAN LEACH A6ot. = ( 24 x 12.5 ) = 300 sF 6-B E LOAMY SAND 10 YR 4/1 NONE FRIABLE Asdw = ( 24 + 24 + 12.5 + 12.5 ) x 2 = 146 sF B-12 A SANDY LOAM 10 YR 4/4 NONE FRIABLE Atot = 446 sF 12-36 B LOAMY SAND 10 YR 5/6 NONE FRIABLE Vt 0.74 x 446 = 330.04 GPO 43.75 36-138 C MEDIUM SAND 10 YR 6/4 NONE LOOSE USE A 24 Ft x 12.5 Ft x 2 Ft GALLERY. Vt. = 330.04 GPD > 330 GPD REQUIRED 35.25 NO GROUNDWATER ENCOUNTERED LEA CHING GA L L ER Y TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH USE SHOREY PRECAST 500 GALLON NOT TO 2 MIN/INCH IN C SOILS LEACHING DRYWELL (H-10 LOADING) SCALE ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 1500 GALLON SEPTIC TANK (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING DIMENSIONS AND DETAIL 46.20 CONSTRUCTION DETAIL NOT To 0-8 O LOAM 10 YR 2/2 NONE FRIABLE DRYWELL UNIT STON USE SHOREY ST-1500-H-10 SCALE 8-10 E LOAMY SAND 10 YR 4/2 NONE FRIABLE 24.0 Ft 10-16 A SANDY LOAM 10 YR 3/4 NONE FRIABLEco m ' TAPER 42.45 16-45 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 4i � � � 45-138 C MEDIUM SAND 10 YR 6/3 NONE LOOSE N m �0 34.70 nj o 5 FL- CC) O 8 in GROUNDWATER ADJUSTMENT DISTRIBUTION BOX 3.5 Ft 8.5 Ft 6.5 Ft 5 Ft EXISTING GROUNDWATER LEVEL DIMENSIONS AND DETAIL USE SHOREY GIB-3 H-10 24.0 Ft �g i� BASED ON TOWN OF-BARNSTABLE 10 �� GIS.pEPARTMENT�RECORDS. Ft-6 jn Gj INDICATED GW 20.00 - ';=== '�=�'=�='= 500 GALLON DRYWELL INDEX WELL M1W-29 z NOT TO s 12 to DIMENSIONS AND DETAIL ZONE ,. p ;; SCALE MIN USE H-10 UNIT INLET CENTER OUTLET READING-DATE MAY. 2009 O —� INSTALL ONE INSPECTION END COVER END READINGb 7.4 FROM C RISER TO WITHIN THREE a ._... ADJUSTMENT 6.2 _ a O FROM TANK TO INCHES OF FINAL GRADE 3 IN DROP ADJUSTED GW 26.2 O b SAS AND INDICATE LOCATION —► /l FLOW LINE i G .............. ON AS-BUILT PLAN ' BUILDING l0 in = 14 TO A{ 1 6 in STONE BASE ` to D-BOX CROSS SECTION VIEW 46 in O� 33 LIQUID GAS OO LEVEL BAFFLE NOTES �oo�000�000 in 00000000 00 1�, 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 5� 2) SEPARATION OF TEES IN SEPTIC TANK SHALL BE NO LESS THAN LIQUID DEPTH. lea In CROSS SECTION VIEW 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). CROSS SECTION VIEW 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. 2 in PEASTONE 21n PEASTONE SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING LEACH PIT TO BE PUMPED, COLLAPSED. AND FILLED OR REMOVED. o -TO SERVE EXISTING DWELLING 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. 28 314'.,TO z4,n 1-L2��^� EFFECTIVE 4'n TO 26 7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES In DEPTH 1-112 jn GRA vEL 1ri DAVID & KERSTEN DENHOLM AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. 22 PASTURE LANE HYANNIS, MA 8) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 46 1n 58 in 46 in PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 1501n ECO-TECH ENVIRONMENTAL 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL INSTALLER MAY SUBSTITUTE AN APPROVED 43 TRIANGLE CIRCLE SANDWICH MA 02563 FABRIC IN PLACE OF THE 2 in. PEASTONE LAAYERVER SPECIFIED.S STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. __FETE-3158 I JUNE 15. 2009 1212