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HomeMy WebLinkAbout0078 FLINT ROCK ROAD - Health 78 Flintrock Road Barnstable r A= 316-080-00.5 d; D 0 / TOWN OF BARNSTABLE L� 2<<c u LOCATION 7 �/ �' A SEWAGE# �f VILLAGE ASSESSOR'S MAP.&PARCEL - v INSTALLER'S NAME&PHONE NO. , SEPTIC TANK CAPACITY (>z3-0 LEACHING FACILITY:(type) `5Z& 6d C/,,i_), i (size) 3 j: 13,5- X ? NO.OF BEDROOMS OWNER ���15 ��y�✓ PERMIT DATE: COMPLIANCE DATE: %/ I 13 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 N 300 feet of leaching facility) Feet FURNISHED BY f�s I Z• s,ry1 9( O � 3+` r No. f Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Vepo8al stem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot Tlo. 79 F IVII Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. So ��� 7 1 Z— Deisiig_ner' a�m(e,Address,and Tel.No. r `� / i 1�D o Va �ricZSGGQ� G oL " Bn a 1-Gc g oSe C.�1 Type of Building: Dwelling No.of Bedrooms Lot Size Z` 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 1p k3 13 Number of sheets f Revision Date Title Size of Septic Tank fX is,,;M 1 i 094D Type of S.A.S. 50o y,�i�,. Cf 2pcAg4wb Description of Soil Le—L Jp n T Nature of Repairs or Alterations(Answer when applicable) C 19 mm- sz.s Fr& Ll Date last inspected: Agreement: The undersigned agrees to ensure the construction ap4-mai rtefna`nce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviror�an ental Code and not to place the system in operation until a Certificate of Compliance has been issued byrth �3lof:�Ie. th ,.�� f1 Sign �' �' �' �- °.t h Date V Application Approved by _�� Date Application Disapproved by Date for the following reasons Permit No. �— Date Issued �r 'r No. � ^ « Fee -- THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitatlon for -Misposal 'item Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot.No. 7$ f I,r* ft ,&< �� Owner's Name,Address,and Tel.No. cns �- Assessor's Map/Parcel (G O go _p oS 1 i) ?'�• t S �`� Ln�staller's Name,Address,and Tel.No. Sc �� Y� Designer' Name,Address,and Tel.No. aa__ /� CI f�bG�tO �QyGe Ivr•ZS�Qea G16 I{vrTi�jEOI\ �ec19 w�- L,� M4 -r figs t{►1k o8 44-39&z Type of Building: ' Dwelling No.of Bedrooms Lot Size Z sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) .` i Other Fixtures Design Flow(min.required) to 3 gpd Design flow provided gpd Plan Date 10 03 13 Number of sheets, r Revision Date Title Size of Septic Tank �y iST n9 10®4 Type of S.A.S. 3 SOA 9%fl p*- W2_g Ckgp b u.S n Description of Soil Se-e— �„q J p n F Nature of Repairs or Alterations(Answer when applicable)Y��9 rc,\ SA S &t✓ u Date last inspected: Agreement: The undersigned agrees to ensure the construction /and-maintenance of the afore described on-site sewage disposal system in acoordance`with the provisions of Title 5 of the Env' n�mental Code and not to place the system in operation until a Certificate of t ' Compliance has been issued by thi ard',of,H alth. 'Sign�fl` '1 Date �' t Apphcahon?Approved by- f.,., i.,...:..: - - Dater Application Disapproved by Date for the following reasons Permit No. 0 L 1' 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 towl tb c C+4- ,01 CC— (Clris 0; at 4 r •r L c,✓ 1-Oln e— cr c I 'has been construcild in accordance with the provis' i ego isposal System Construction Permit No. a013-LIt�� dated } Installer Designer 1 c' 'f'o q #bedrooms Approvedtdesiflow ' gpd The issuance of this e i shall o co�astnaed as a guarantee that the systemctioLA .gned. GIn e for Date s c � I. p ------------------------------------------------------------.--------------------------------------d ____v____________ No. 6 I s' I I Fee 1 V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstrm Construct on Permit Permission is hereby anted to Construct ` Rep epir Upgrade Abandon System located at b ` \ i 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 completed within three years of the date of this permit-Date � ' / Approved by Town of Barnstable Regulatory Services Thomas F. Geiler,Director *ARMASM Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 �r 3d 13 c�— ,' IG�®k-Of Date.. Sewage Permd#� Assessor sMap/Parcel Installer&Designer Certification Form Designer: -• Hxrc t t�. Installer: Address: L edc. Pare t-" Address:. On was issued a permit to install a (date) (installer) 5a�hf lei 01e based on a`desi drawn b septic system at 7 lc//b f 4GK / gn y (address) �th v dated �� 3 /J ft,✓ ¢I (designer) 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. Stripout (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. Stripout(if requ' spected and the soils were found satisfactory: m t i re (�GN N.1070 (Desi er's gnature) (Affix D p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WH L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH.DIVISION. THANK YOU. q:\office forms\designercertification form.doc - Tawas of Barnstable P# Department of Regulatory Services aetwsrnare, Public Health Division Hate MASS. i6J9 ,6� 200 Main Street,Hyannis MA 02601 ��m Date Scheduled _ Time Fee Pd. -. .. Soil Suitability Assessment for Se a 's o l Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Vj Location Address --7.f6 t K��„` Owner's Name �,,�,��j f fhy* r� 6A,,t-1 f 4-611e V 0p Address Assessor's Map/Parcel: 316 0 10—00S_ Engineer's Name �• �p[� t � s�• NEW CONSTRUCTION f� REPAIR Telephone# ,7! —K ZF- Me� Land Use tIJ�'�Ttr�Vtt►7Z� SF Slopes(9'0) 3-3 Surface Stones_ Ye•® Distances from: Open Water Body - ?/�R Drinking Water Well ft P y ft Possible Wet Area Drainage Way ft Property Line x� ft Other ft SKETCH:(Street name,dimensions of lot;exact locations of test holes&perc tests,locate wetlands in proximity to holes) S /. 3 �r 82.8q k •► Ik 76,27 eg.7g., / 5080-006 •►�� *7 _ ` V i- k 97,q 103 73 Parent material(geologic)! Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping f7om Pit Face _ II-ve f ; Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: 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 Adl,factor,,,,,q„� Adj.Groundwater'Level PERCOLATION TEST bate _ �''�'lme 0 Observation Hole# Time at 9" Depth of Perc y� TIme'at 6" Start Pre-soak Time @ 01 VV Time(9"-6") End Pre-soak /s,Vol Rate Min./Inch Site Suitability Assessment: Site Passed 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:\SEPTIOPERCFORM.DOC I^. 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) /�> PAL DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Graven 0 7fo DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil t Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 2�-/a% 00,4 � o DEEP OBSERVATION HOLE LOG Hole# F:: — S-- o from Soil Horizon Soil Texture Soil Color Soil Other e(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi to I 0 -37 2 y ................. 2 Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year fi&,d boundary No._ Yes Death of Naturally Occurrinz.Pervious Material Does at least four feet of naturally occurring perviv s material exist in all areas observed throughout the area proposed for the soil absorption system? YP!' If not,what is the depth of natural,; occurring pervious material? Certification I certify that on /O / �(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 trainin xpectise ex nc descri d in 310 CMR 15.017. Signature Date f() 13 Q:\SEvnCVERCFORM.DOC �LG.CAT10N SEWAGE PERMIT NO. V IL L A-G--E ' I N S T A LLER'S NAIVE 8 ADDRESS LJ d I I X m i A—i'2,Va V 13 UILDE R OR OWNER � c ,e z a 1�-� t��►��-T.S - DATE PERMIT ISSUED RATE C0MPIiANCE ED SSU G a: I•® � s I d� 2 ` (9 io i c- r �r —Z - 1 Fss.. .. -� •r HE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH J-- .........OF............... I � ,� �irtt#flan for Disposal Works Tonstrurtinn Prrutit Application is hereby made for a Permit to Construct 4 or Repair ( ) an Individual Sewage Disposal System at: _ ................ .........25-1--.45........................��X2... . -L Address Lot N Owne d r a ... �------------ % .Y ..... -... ..._. J Installer Address // JJ Type of Building Size Lot.._T..311.6/___-.Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—Type of Building .............. No. of ersons......_................____. Showers — Cafeteria a YP g P ( ) ( ) Pr Other fixtures ---------------••----------••--... W Design Flow............................................gallons per person per day. Total daily flow................. .............gallons. WSeptic Tank—Liquid capacity./OV.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..................sq. ft. Other Distribution box ( ) Dosing tank ( — Percolation Test Results Performed by................... ....._.. Date........... Test Pit :No. *�C� per inch Depth of Test Pit.................... Depth to ground wat .-__-.0-4 44 Test Pit No. per inch Depth of Test Pit.................... Depth to ground water........................ P4 •----------•-------•---------•-•--••-•.....---•.....-----•-•---••-•........................................................••--•-•....--•-••.........._------ > 0 Description of Soil........................................................................................................................................................................ U ------------- .------ •------------------------ •--••-------------------------------------------------- ..---------------------------------------- •------------------------------------- •--------------- W -•-------•------------------•----••---•--•------•-•-•----•- .......................................................... -•-•--------•------•--•--••----•-------- ----•.....................••-- UNature 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 TITt.; of the State Sanitary Code— The undersigned further agrees not to place the system in a Certific operation until a of Compliance has been iss y the rd of iealth / Si ne .... .� .... Application Approved By........ at . '3 a Da g Dat Application Disapproved for the f ollowin easons-------------••-••-------•----------•--------------•-•-••---•---•-------•-•----••.-----•-- - -•-.........--•-•----•-....----•---•------------------•------•--•----------------------.....--------••--.-•---•---•--------•-------•---------------•-----------------••--------•----••••--------------- Date PermitNo..................................................... Issued------------------------------------------------------ Date � r _ THE COMMONWEALTH OF MASSACHUSETTS Appliratiou for Disposal 111*1 Tonstrurtiou "trutit isposal System at,-A ` ~, ~ Vwner Address Installer Address Dwelling--No. of Bedrooms . Attic Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) � Other fixtures __ — .� ---.----_----_--------.---.--.-..------_------.-_---------_ Design Flow.--..-.--.--.---.-����..gallouu per person per day. Totalduilv8ow.-.---_---------_---..gallons. Ix Septic Tank—Liquid .......... .gallons Length................ Width................ Diameter---------------- Depth......---' Diapoou Trench--No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. :c Seepage Pit 2Ju-_----- Diameter.................... I}ooth below inleL'--__-_-. Total area..................sq. ft. Z Other Distriummu �� ~~ Percolation Test bv..................Xxx.- .......... Date............ Test P6 No. 110 ......-minoteuperinc6 Depth of Test Pit--.------ Depth to orouud vvat ........................ Test Pit No. 3................minutes per inch Depth of Test Pit.................... Depth toground watcr'---------. .-----_----_-_--'__'__-___-----------'-'_'-----'_----------_------_-_--. 0 Description of Soil......................................................................................................................................................................... ------ -------------------------------- ------- ------------------ ------------------------------ ---`-`---`---------'-'---'-------`-----`----- .------------------.-.-'-.___--.------_-_---_._-...._.-_-._--_'-..-----_--'_-------- U NutureofDaouosorAlterudouy--Aoowerwhcouonicuble.................................................�------.............................. -------_--- ............................................................................................................................................................................. '`,'_-'_-'. , The undersigned agrees to,install the aforedescribed Individual S the provisions of TITLE 5 of the State Sani he e not topla syst pication Approved Byy........./........... ............iD.... .......... ........... ............. ............. Date -----------'—'------- oate . Permit Date . _ THE COMMONWEALTH,OF MASSACHUSETTS _ ,7 BOARD � ........................................OF.------''----------.--.--.-'---- � ~ . w�4�rt�u�r��t� 4«f «&�4«4���x�unurr THIS IS TO CERTIFY, That the Individual Sewage D�� �� ��m� / �� Repaired ( ) � - ' ' ' T AsIaller at has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No'_------__----'-- dated_------------------------- ................... � THE ISSUANCE OF THIS.,CERTIFICATE SHALL NOT BE CO0NS��� THAT THE | SYSTEM WILL FU RY. u���T��-----'------ �*�� -��mw-----'--'_--'-- /uop�tor-- '��z�-�,'--'---'---'_------ ' / / | T*s COMMONWEALTH oF MxssAcHus��rs � BOARDHEALTH - x����'~ '�� ���������J��������. I�o..-c��!.=���- c� �r' ---' ---� ---- Fso-----'------' Disposal Works TonAtrurtiou Prrutit | - -'---- - ---` granted' --- A s ZAI arE - — A CA_F ic- t,. v 7 o /7 - 4x 1¢ L pi t 19 le iv AA V 44 � Y 't 9` r w4 . 17 1 AG/e .''.ALBERT M BG.�/ �. r't c i LEGEND .__ GE �Ir°IEU PLOT. R -A EXi3TING SPOT ELEVATION Ox0 yt� of �µ` � �- N- ; EXISTING CONTOUR '--- p -- c���JZ_ z �[//✓'T` ,�tsCK I�,D �: FINISHED SPOT ELEVATION sonR7 LoT- FINISHED CONTOUR 0 — GE. IN ►. IVS'7s .13�£ APPROVED s BOARD.' OF HEALTMi;�'.wIp r4tEaEa�:�� 1 �\ DATE AGENT TA �s-�` SCAIEs d ' go' .`DATES /2bo 8s" LDRREDGE ENGINEER/NG'CQ INd� CLIENT, CERTIFY THAT , THE --PROPOSED"'. EGISTERE REGISTERED BYo 90 BUILDING :SHOWN AN,_THIS PLAN R.J08 N0. .CIVIL " LAND ':' CONFORMS. TO`THE.' SOWING LAWS.. ', 5 ,,q. EN NEER URVE R '� O:F SARNSTABLE MAS'S ` D R 8 Y _�..�_� ./3,.� . 712 MAIN STREET CH. 8Y= ! 7 ?b � + Y H YA N N 1.,S, A$A S S, SHEET 1.. -z.' OF DATE REG V LAND SURVEYOR - 20 FT. M/N. J �VOE /F EITNER THE SEPT/C TANK OR 7Z--ACi•/1/VG P/T ARE MORE TNA;V /2"BEL0l'V 'I --�" .f'ADE� fa 24"D/AM ETER C©NG'R6T� COVER 1 /O FT.. M/N. aA?OUGNT TO Gf{AOE.�t2N EXTRA (: r.4 PvC PIPE i . CONCRETE j h+E.4 vY CA S T /RO/Y Cove S/Y,4 I-G ae 41 S�L� 9 a.,S I GDIiERS �B PE.P FT. '• /F/N [7R/VEN/A Y A CO/V CRC TE ;� o� - GR of � CUV'E"R CLEAN SAND A• plA. ;' d 3CHEDVL6 GeV ' _ c� 2*LAYF J/ doV. OF �8� e If GAL n A ,•• . '. . . . . , t Ate$ b� MIN.P/rc/!_ FyASNFD`S1r1NE /4'Pert P'T SEPTIC TANK,.. o' ,� , • •0 4 1 .I BMX rA, •j� g • ` . • • ♦ • e � + 0 e ' ° c � � •EFFECT/VE . d 4.:. J a ► i • • ♦ • • M o DEPTt+' i a o WASNEO STONE �.. '" t,7 S�`I, x Z: = 3 S/ 9° � e o Q . ♦ i •� • . � s � ♦ •: o p o z�7 a a e t • s e, • • • • ♦' p ••v PREGr45 T SEE.PAGE O/T DR E0U/v. /�Vt�,P/C'T+LaLEVAT!®NS piT'c.�+PicirY7'g �'�+-�D�„y oo � o ••t • • . � . e • ♦ ' �. o F'T: D/AM i INYERT AT BU/L/D/NG, FT /NLET SE�T/C Ti4NR', 9 s FT 74 FT_ O/AM. CCSFE TABUL.4TJON> OUTLET SEPT/C TANK 9s FT k GROUND ttlfl TER TstBLE. %NLET D/STR/131J�/oN BOX y FT SECTIO O F O(ITLETD/57'R/Q(17'LUNBOX -T'�FT /NLET LEACHING /SIT + — Z FT SE1�t/AGE O/SP A .S3�J��'�.J�1': ?'� G/LAT146, CH. //VG P!T � z.� A DESIGN CRITER/10 s / v/AfEIvslOw NU/+9BER OF BEDROOMS GAaesiGED/svosai uNir_nran�c >' Y .k so LOG p< 4 To r,4L EST.,mA EO Fttah/ 3 o G;4L.�DAY S4!L ,TEST#/` SOIL TEST` 2 , ci s 1 N[/MBER OF L,E.ncNrwO p/Ts _ I Ft�ti 90 � �.Etna! O E 1. T TES T`� AT QF,SOI �+ i 510Z LEACAIiYG P'Eft P/T, Q 4'- 3 RESULTS bV/TNEsSSRD BY f $0TTO/►44,94CHIA/G;QER'p/T /53'-`�,S4j. �T e ScJ/35oe G Pe*COAAT/Ono:RATE / TOTAL LEACHING AREA. 'Z SQ,� FT. r PENCOLA7"CON RA�`'E ALL Z NGN ! RESERVE LEi4Cff1A/G ARE/` ��SQ. FT '� �o yr Pf4 G-y` I ` n�rcn #�S✓ n _i , f trod` ,..ii 3:�. t W_.., </ }".J"F....1 jti7J�.C._JI .:. - A�;C !'�v � [':'', to R. �.�.-s.,+(:eq,-ybaa��!7-a� .: ,. .. «:Aj.�: �4.,...::.. .._..', ...�.'''�.�' �. �9�;.•.t0i5vJ, -. '.:'. f" ; ^q I✓' �.I9{� //•.! �a�E ±<�. r zqC C6.. v: .-w. :�t. ✓ 57I���' MA'!/Y;;.S' ,\ 'r NT'E Ed C A.OUIIft71Yt/,4T&R° E/VCOCJ K Fx �r��.4 �� 4 i"' S � R { •e y }�.:`a w, ��:� r fr .v Sq J A445 FE'-r C�o (m•4 G�5w� �a5r. Lr4 PftoPo5 � - C Lo 5Er ✓J o CHrM,JEY a^ C4 co i N SITE PLAN _3 0 SCALE: 1 " = 20'_ Q R D U 1- CONTOUR INTERVAL 2 E 6,q B.M.= 100.00' ASSUMED ON CURB STOP o TO WATER SERVICE 0 GENERAL NOTES 07 J CO = 1. ADDRESS: #78 FLINT ROCK ROAD, BARNSTABLE VILLAGE p �QPO O ij 2. ASSESSOR'S NUMBER: MAP 316 PARCEL 080-005 � Salt ROCK Rd. «� 3. DEVELOPER'S LOT: LOT ##5 rn 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON THE QG� Dc t GROUND INSTRUMENT SURVEY. �QO 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. O 6. REFERENCE PLAN: PLAN BOOK 409 PAGE 91, SHEET 4 OF 4, 9/17/1985 m Flint r, i p e REFERENCE PLAN: "PLOT PLAN OF LAND IN BARNSTABLE, MASSACHUSETTS", PREPARED 'P SITE Q -j1(O FOR KAREN E. BLANCHARD, 9 DEC 1986, SCALE: 1"=50', BY NICKERSON & p opt p BERGER, INC, ORLEANS, MA. �O97 ' 7. UNDERGROUND UTILITIES LOCATED IN ACCORDANCE WITH DIGSAFE #20133511802. �O 8. NO WETLANDS OR POTABLE WELLS ARE LOCATED WITHIN 150 FEET OF SAS. �' o a �O�O 9. THIS PLAN SHALL BE USED FOR THE SEPTIC INSTALLATION ONLY. "BARNSTABLE VILLAGE" LOCUS 92.04' LOT 5 NO SCALE CP L.43' AREA- 43,621 ± sq.ft. SOIL EVALUATION Design oCalculations ' L) Date of SOIL EVALUATION: September 16, 2013 Number of Bedrooms: 3 Existing + 1 = 4 ® 110 Gal./Day d' Evaluation Performed By. Glen E. Harrington, R.S. Garbage Disposal: Not allowed with this design 93• • • • I• • • . . Excavator: Joyce Landscaping Leaching Capacity Required: 440 Gal./Day Percolation Rate:< 2 mpi Application Rate for <2 min./inch = 0.74 gal/sq. ft. Witness: Donna Miorandi, R.S., BOH Agent > ;p Proposed Leaching Structure: 1-33.5 x13 x2 Leaching Trench I of. 88.92' X Test Hole Bottom LeachingArea Provided = 435 S Ft. II II `O^h 88 5 _, X 89 Test Hole Side LeachingArea Provided = 1$6 s ft. • No. 1 No. 2 q. �. -P. sP: 91 Q Total Leaching Area Provided = 621 sq. ft. CA p.,. . . . . . . .. . . . O 94 29' N 7.22' �. 93 D: DEPTH soils ELEV. DEPTH soils ELEV. Leaching Capacity Provided =621 sq. ft X 0.74 gal/sq.ft.=460 gpd. .95 Y i ° 104.64 0 03.24 96.99"•X . . .. . . ... . .97 v I J O O p loamy sandloamy sand co cI 3 6" 10YR4/2 6" 10YR4/2 °• ' RESE VE 97.5 X CONSTRUCTION NOTES 95• . ..o T.H. 4 AREA T.H. #3 `� p oamw oam wsan T� r32.' 1oYt~ ` � 1.�75 45" 1oYRs/6949' 1. Contractor is responsible for Digsafe notification o C.B. P14125 LO Ci C1 and protection of all underground utilities and pipes. <I 99 me&Fcs msoohdcs 2. The septic tank and distribution box shall be set �° 10 . . . � sand - /�!.10YR6/6 7.64' 84" 10YR6/6 6.24' lever an `'" of � " _ 1 1/2" stone. z 3 (I Magnolia trees" ' s o c2 c2 3. Backfiil 6nuuld be ciean sand or gravel with no 9..93 OX mesandfine mesandine Stones over 3" in Size. O 99.63 144" 2.5Y7/4 2.64' 144" 2.5Y7/4 1.24' , 96.50' GAS -GAS � GAS EXISTING, 4. This system is subject to inspection during installation ,DWELLING :c +v; i ny R.S. �► .' o First FI elev.=107.51 PERK TEST #14125 5. the contractor shall install' this system in accordance 0 """ DEPTH: 23-40" with Title V of the Massachusetts Environmental Code 97. . . . . . .I.B. 'o �t ' ,Bsmt FI elev.=99.69' ' BEGIN SOAK. 00 END SOAK: 15:00 g and local Board of Health Regulations. 20 j I100.:00' `N / 9-6": 1:50 6. If, during i--stallation the contractor encounters any 102:68 ob TIME: 1MIN. 50 SEC. for 3" soil Condit': nS or site conditions that are different J USE <2 MPI FOR DESIGN PURPOSES H. #2 from those shown on the soil log or in the design 97.86' � : II ' sery tion the installer shall halt installation and immediately notify Test Hole Test Hole 0 - por� No. 3 No. 4 Glen E. Harrington, R.S. I 0� 1 4.51' DEPTH SOILS ELEV. DEPTH soils ELEV. 7. No vehicle or heavy machinery shall drive over the ARAGE septic stem unless noted as H-20 septic O: iG p y p components. O 0 98.69' 0 at grade s8.44' slab 9 T_. © 104.2 8. Install T� Tite as baffles or equal on septic tank outlet tee. • ::::, A A 9 q P cb oam sand loam sand I Y 05.86 1OYR4/2 " 10YR4/2 9. All piping shall be SCH 40 PVC.. w ' 4 5 10. Install 1 H-20 DB-3 D-Box and 3 H-20 500- al. chambers :. o g ` 4556::•, oamywsan oam wsan With H-20��risers by Magi Precast Corp or equal 99 ?10567' 0 22" 1oYR6/6 96.86' 24" 10YRs/8 s 44' 1 1. Install a 4 dia. SCH 40 PVC observation port, as shown. 99.01 ' 10 ,o. (0� FtQP 22" r��ew : . ,, 0 /k1 . G� C1 c1 12. Remove leachate contaminated soil from existing SAS and replace . .grwet. 2 RO 06 PERK msa�dcs msandcs with fill according to 310 CMR 15.255. 10 .96 ��\lA 0�0 40 101" 10YR6/6 0.2T 102" 10YR6/6 [5.91V .94' c� `3 0$ 13. The Contractor shall notify the Board of Health and the Designer ba 9 g< C2 C2 g e 6 t O med.- ine med.-fine c sand sand at least 24 hours in advance to inspect and certifythe system. geP \ °�� 150" 2.5Y7/4 6.19' 150" 2.5Y7/4 14. Provide 4" dia. SCH 40 PVC vent on proposed SAS, as shown. 0 4'' ve GiS No Observed Ground Water 99.76' •••• •� \ Soil Evaluation Certification REVISED: 11/8/13 BOH COMMENTS, ELEV'S & VENT Proposed SAS I certify that on October, 1995, 1 have passed the soil evaluator PROPOSED SEPTIC SYSTEM UPGRADE Remove existing SAS in accordance with Construction examination `approved by the DEP and that the analysis was performed by 101. 2' Note #12. Install 3-500 gal H-20 chambers me consistent with the require tr 'Wing, a and experience described PREPARED FOR with 4' of stone all around in 33.5' x 13' x 2' trench. in 310 CMR 15.017. _. r FRANCIS G. SAYERS ET UX o Provide 4 dia. SCH 40 PVC vent with cerbon filter AT Existing Dwelling o ' SYSTEM PROFILE _ LEGEND 100,17 , 8 FLINT ROCK ROAD . Not to Scale 7 First Ff. = 107.51' 3 HOLE H-20 Perk Test Location DIST. BOX Provide 4" dia. observation port BAR N STAB LE VILLAGE, BAR N STAB LE, MA D-Box cover shall be to 3" of grade O0 Double Oak Trees y Existin2 Grade =104.7't within 6" of finished grade Finished grade over s stem=2% sloe away 9 Y P Y Existin Grade = 104.5'f CELLAR Septic tank covers must be D-Box riser shall be Min. 2 -1 8"-1/2" Double-Washed Stone -�- Approximalte location OF MA PREPARED BY: WALL '' within 6" of finished grade H-20 load rated. One chamber cover shall be or eo-textile filter cloth gas me . S = 0,02' ft within - of finished grade g O Glen E. Harrington R.J. with H-20 riser - - ApproximatF location ,� ' '" " ' ' ' '" '"• =0.01' ft. '' ' To of Peastone Elev.=101.5' water Ime .• 11' EXISTING •• Level for r s-o.o,' ft R( 9 Leda Rose Lane 1,000 GAL. 11 Invert Elev. .00' • •• • • 18• • • Existing contour SEPTIC TANK 21 G 0 C � � Ex.1,0o0 aL H-10 loadin �' . Marstons Mills, MA 02648 Ex. Inv. = 0 H-10 = T P=101.21' 0 0 C3 C3 C3 O O 2B O septic tank g 7 Tel: 508-428-3862 Install Gas Paf a 33.5 Facility Elev.=99.00' ` ¢© Fax: 508-428-3862 Ex. Inv. elev.=102.42' or a ua P=101.38' ExistingLeach Pit t � f�". V% 3/4"-1'h" Double-Washed Stone 5' Min. req'd (13't provided) -T_.4 O (to be pumped & removed) 6" OF 3/4"-11/2" STONE 3 H-20 500-GAL. fRott0 S L rn of Test -1"=20' DRAWN BY: GEH DATE: 3 OCT 2013 6" OF 3/4"-11/2" STONE LEACHING CHAMBERS Hale #4 Elev.=85.s4' DATUM: ASSUMED FILE: Sayers SHEET 1 of 1