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HomeMy WebLinkAbout0077 HOLLINGSWORTH ROAD - Health 77 Hollingsworth Road Osterville A= 140-070 + r. i Town of Barnstable P# ' Department of Regulatory Services • s�vsrear$, Public Health Division Date fD Mltt h 200 Main Street,Hyannis MA 02601 Date Scheduled. Time l Fee Pd. G Sn,,., Suitability Assessment for S ge disposal PerformV7 ed By: � Witnessed By: LOCATION& GENERAL INFORMATION Location Address ' Owner's Name at t- Ha11►n��� cN � � Address Assessor's Map/Parcel: ,yD I ' -® Engineer's Name Ca-(T� NEW CONSTRUCTION REPAIR Telephone# 670Q-A% `, Land Use Q\ Slopes(go) Surface Stones Distances from: Open Water Body �3 _--ft Possible Wet Area�1�_ft Drinking Water Well Iy/eft Drainage Way W =ft Property Line 1�_ft Other ft- SKETC :(Street name dimensions of loL pact locations of test holes&perc tests,locate wetlands in proximity to holes) A 40, }�j �� 11'l QSVes�•� �C� µ 3 Parent material(geologic) 5� Depth to Bedrock /v r ,. Depth to Groundwater. Standing Water in Hole:.Cam. Weeping from Pit Face {�t3(lz Oir� eC� Estimated Seasonal High Groundwater I ", - 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 „ Adj,&ctor, g Adj.Groundwater Level PERCOLATION TEST Date Thne o o 0 Observation — --- - . Hole# Time at 4" Depth of Pere 2=t11 U Time at 6" Start Pre-soak Time @ 'rime f'-V) 1 M t tl -�S�C End Pre-soak :11 i ow Rate MinJInch 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:\.SEPTICVERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil; Other Surface(in.) (USDA) (Munsell) Mottling (Structure-,'Stones;Boulders. onsistency.%Gravel) . . n 2 4'C1 o�p DEEP OBSERVATION HOLE LOG Hole# a Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% ravel to - a w LStc74'2 5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con i toGravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) . (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons' ten Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No V Yes Within 100 year flood boundary No Yes - Death of Naturally Occurring Pervious Material Does at g t least four feet of naturallyoccurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? -- If not,what is the depth of naturally occurring pervious material?,,._._____ — Certification that on date I have passed the soil evaluator examination approved by the I certify t (date)fy of Env iron Pen-'�l Pr ction and that the above analysis was performed by me consistent with . Department m 10 CMR 15.017. the required training,a er s aln x fence described 3 Signature Date Q:\.SEPTiC\PERCFORM.DOC TOWN OF BARNSTABLE "LOCATION SEWAGE# Q6tl I S6 `VILLAGE_)4�ffs u o�e ASSESSOR'S MAPP&PARCEL 14)0 INSTALLERS NAME NAME&PHONE NO. eGt�" 5 -•sue SEPTIC TANK CAPACITY X!00 t:�'rr-,5K LEACHING FACILITY:(.type) Iy qb K X, (size) 101 83 X NO OF°BEDROOMS N. Sh GwQ EYE ����ks OWNERC� �G ll' PERMIT DATE: -e13'11 l MPLIANCE.DATE: ;.,r ` ds 4l. Separation Distance Between they ' d' Feet Maximum Adjusted Groundwater Table to the Bottom of L'eaehmg Facility Private Water Supply Well and Leaching Facility(If any wells°exist.- - on site or within 200 feet of Teaching facility)' Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaehin f Feet `"FURNISHED BY L � . d Tt' IA Ur oc�� Kt t 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISIONS -T01r111N OF BARNSTABLE, MASSACHUSETTS Yes RppYitatio .for Misposal 6pstem Cons truttiou Vermit Application for a Permit to Construct( ) Repair) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. AAo 11« Owner's Name,Address,and Tel.No. n Assessor's Map/Parcel � — � Q �ill\ sc(Y\Q Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: 0 rr Dwelling No.of Bedrooms 3 Lot Size (0, g sq.ft. Garbage Grinder(T1)�4 Other Type of Buildin No.of Persons Showers(X Cafeteria�j) Other Fixtures L-OLtiC k.}Cvn S xos Design Flow(min.required) 0-� gpd Design flow provided 6 3sa• U gpd Plan Date .5 3 s Number of sheets 1 Revision Date Title �cl cs \ J Size of Septic Tank © c- Type of S.A.S. -� Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1,0 p\QD 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 ofHoh Cn Date - 3- \( Application Approved by Date 1 Application Disapproved by Date for the following reasons Permit No. Date Issued No.; / Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: f PUBLIC HEALTH DIVISI.Ok=TOI 1N OF BARNSTABLE, MASSACHUSETTS Yes 2ppYigatio_n-Jor Disposal *pstrm Construtti.on- ermit ti S Application for a Permit to Construct( ) Repair _Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ^�-A- A-\.3 L-jQ1Z7ti eL Owner's Name,Address,and Tel.No. �v 11..a Assessor's Map/Parcel ® .� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Q Z 3c� ^, ' Type of Building: Dwelling No.of Bedrooms 'Zj Lot Size 1T C49 sq.fr. Garbage Grinder Other Type of Building 1,A 1, r.,,- No:'of Persons Showers(>Q Cafeteria,(.N) l Other Fixtures L G c k� C►c S k Design Flow(min.required), 4 gpd Design flow provided 3so. U a, gpd Plan Date ��'�- Number of sheets , Revision Date Title occr cew4 14 I Size of Septic Tank \ loon Type of S.A.S. ,-,�� i Description of Soil Nature of Repairs or Alterations(Answer when applicable) _ 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 He �h. "44 tgned Date Application Approved by V Date Application Disapproved by Date for the following reasons Permit No. !,)(7 `Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of (tompliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired) Upgraded( ) Abandoned( )by Q C N at } �\���� � th �� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.. / — 55 dated � �� Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shal not be co trued as a guarantee that the system wily2nctio �(degftgNnfd) Date 5Z�,©5/// Inspector No.- -- Fee QD _ THE COMMONWEALTH OF MASSACHUSETTS i PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem (LonstrUction permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at ��\ AC� and as described in the above Application for Disposal System Construction Permit. Th e applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. A Provided:Construction must a comp ted within three years of the date of t i" s permit. Date / 3 /1 Appro "d by Town of Barnstable . �OF'THE Taws Regulatory Services Thomas F. Geiler, Director *' BARNSPABLE, ; Public Health Division 9 MASS. 1639- 6.1, Thomas McKean,Director " 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: S-3.a&jj Sewage Permit# QLtsl l -155 Assessor's Map/Parcel I�,•p ' �-!3 Installer & Designer Certification Form Designer: C3c111et, IF. 6 uey- Installer: ARX- h- l.onS�CtSG�� Address:. 6 3S 46hvmzt Address: ��• QaX )419 1'1 QM3 peg_� M.PR O aG i5 ec,rN�5 b r1,Pc Oil was issued a permit to install a (date) (installer) septic system at �}�} }�a !11 n�rbwe5e2.i'� `� based on a design drawn by (addres C V**fty dated (designer) I certify that the septic system referenced above was installed substantially according to . v, 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 satisfactor y I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' tat eral�relocation of the SAS or any vertical relocation of any component of the septic systern) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. Installe s ign (Desig s Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BAR STABLE PUBLIC HEALTH DIVISION. CERTIFICATE '. OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU., q:\office forms\designercertificotion form.doc �i `// ° ' LOCATION SEWAGEAP RMIT NO. VILLAGE A & B CESSPOOL SERVICE 128 BISHOPS TERRACE, HYANNIS, MA 02601 BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED z, 6 z 1 a.� 4 106 � jet � r i 84- No. Fps.......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Town Barn stable .................................•-----..O F.:..........................-........... Allp iration for Mipm al Works Tonstrnriinn amit Application is hereby made for a Permit to Construct ( ) or Repair (x ) an Individual Sewage Disposal System at: ..........72.1i411.�.ng�ci9�kl.'.�.Hoad�..Osterville.._..Mk ..02655................................................................................... Location-Address or Lot No. ..........Davie.-AM.U10........................................................... _7Z.IlallingwDx h_1.s-._)hoajA..Ostervill__e,n..._.02655 Owner Address a --••-----A•-&..B-C..... ],..awZV1Q.e.•-•--•----------------------------- IzE.Bullops..Te._=ae,.--HyaxmjLs-}--X&.....0.2bQ1.... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms...........2..............................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of ersons...........2.............. Showers a YP g --------•----•-•-----------• ---------P--�- ( ) — Cafeteria ( ) Q Other fixtures .......................... ------- ------------------------------------------------------------ ---------- W Design Flow............................................gallons per person per day. Total daily flow--------..............-.....................gallons. WSeptic Tank—Liquid capacity....---.....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. Z Other Distribution box ( ) Dosing tank ( ) '-, Percolation Test Results Performed by.......................................................................... Date........................................ P-. Test Pit No. 1................minutes per inch Depth of Test Pit...........--....... Depth to ground water.---.............---.--. fS, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------------------------------=•----•--•---------------.......-----......--••--------..............._......---...........----------•---------------•-•-. 0 Description of Soil.....Sand V ••••-•-••--•-•---•----•-•••-•-•-•••-••---•------•----•-•-••••••---•-•---••--•-•-•••••- W -------- -••--•----•--•-------•--•-••--...---•--•-•........................................ Z Natur ,of R ai . or Alterations—Answer wh n applicable_.installation � .. �,000 gallon septic tank, U distri union box and a 1,000 ga1on aeach pit , stone packed. ---------------------------------•-----------------------•------------------------.......----....-----••--•--------------------------------------------.............................................. 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 furt r agrees not t place the system in operation until a Certificate of Compliance has sued by t rd r Signed ------------------ -- -------------- 5/17/84- ------...--•-••......-' Application Approved By............. ......... f- Date�7�� 7.. , 84 Application Disapproved for the following reasons:--•---------------------------------•--•----•---....--------••--------------------------------------•----•------ .........-•-•-••••••--•-•----•-------------•--••.....-----•-•-....-•-------•-••••-•...__........------•--'-••----•---••-._.........••-------•-•-•-••----••••----•-----................................. Date Permit No....84-.............................................. Issued......................... ............... Date No...-......... ....i$....1000.._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Tarn......-----.OF...............Barnst-a: -10.... Aptiration for Ropastai Worko Tonotrnrtinn ami# Application is hereby made for a Permit to Construct ( ) or Repair ) an Individual Sewage. Disposal System at: ........77'--11a1:1-# ortLh��.. ,...�?St x .�a.e....IA .u2655-------------=--------------or t No...----------------....---......-----...... ocation- r ss or Lot No. 77Owner IToZliriiaorth $ R }ess """ 55 nsta er r28'BiSllop$ 7 erYclCe,AdR nis , PnA 02601 UType of Building GC7 Size Lot............................Sq. feet Dwelling—No. of Bedrooms........_2--------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons......._.2-----._--_------ Showers ( ) — Cafeteria ( ) � Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. W Septic Tank—Liquid capacity............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. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.................... ..................................................... Date........................................ Test Pit Nb. I --------------minutes per inch Depth of Test Pit.................... Depth to ground water......................... rs. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ------------------------- Description of Soil..�S; S1 x ---------------------................................................................................................................................. U ------------------------------------------•----------------------•--------•---------------------------....-----------------•----------------•....---•--------------------....-----•-•------•----------- w ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•-. Z. Nature of Repairs or Alterations—Answer when applicablclngtai3a:b-,M...CC--- ..Z_� �--- a13o2i S�itik,__.distribution_box..ally..a_. .,IlOD ��a]. _.1e I;--pi4---r---st.0ne--packed ------------•-------•--------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1E 5 of the State Sanitary Code—The undersigned furor&agrees not place the system in operation until a Certificate of Compliance haste issu d by bf�health. Signed......................................------------•-----9..... ........... Application Approved By............... . .... - ---- ---------------------•-• .............. ¢���? --------- �'a[e'- Application Disapproved for the following reasons----------------•------------------------------------------- -------------------------................................................................................................................................................................ Date PermitNc84---.................................................. Issued_..................-D --•7� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................To?^M............OF....%rnstal e....................................................... - ,- (IntifirFa#r of Tomph ana THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repairedx( ) bye 0esspan.]....�ruicgy---PR8--Pxfthaps--T e. = ByarlxirS;--A iA-•---•0760 .............................................. at.77__I ollingsw arch-• d.......Llste�aril3e; A�� #}ZG � t3------• ------ has been installed in accordance with the provisions of TI 1 F: JC of The State�amtary Code as described in the application for Disposal Works Construction Permit N ....... ............... dateNG-Ui'R1NTEE ............................... THE ISSUANCE OF TI�I�`�ERTIFICATE SHALL NOT BE CONSTRUE® AS THAT THE SYSTEM WILL FUNCTION SATISFACTORY. i DATE.................... ........................................... Inspector...................------ ----------•-------------------•--•--- r; THE COMMONWEALTH,OF MASSACHUSETTS BOARD OF HEALTH .........Town......................OF..... y/B darn$table----------------------•`` ........ 1 ............. '` . FE -- U0........ �i��,or,��t1 nrk� �.a�n�#rnnr�uvrn rrani� Permission is hereby granted A 8c B--Gtessp•oa1;S'erV.t .................------------------------------ ............ to Construct ( ) orlRepa6 ( ) an Individual Sewage Disposal Se ystem at Nb7..Hollingsraorth---Rd---y...QS-te-rviile;-+A-----Oe6 `. r-------------------------- �y' �{ ,gyp ��tt�� --2 - --. as shown on the application for Disposal Works Constructio rmit A--- ----•----- - --- Dated........�/1-7/84•-•--•......-- ..... _. Board of Health DATE) A71 FORM 1255 A. M. SULKIN, INC., BOSTON LOCATION ° � .-. SEWAGE P RMIT A & B CESSPOOL SERVICE 128 BISHOPS TERRACE, HYANNIS, MA 02601 BUILDER OR OWNER DATE PERMIT ISSUED '°A<1 ?- 1 DATE COMPLIAINCE ISSUED �� , -4 ell 2-18' DIAM. ACCESS MANHOLES �31 SITE LOCUS VENT PIPE (0 Least 24 "so tall) *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Schedule 40 PVC w/Charcoal Odor Filter 10' min. from -ESTABLISHED VEGETATIVE COVER Fa Existing Foundation �h,.so to septic tank TOP OF FOUNDATION ELEV. 100.00 S tank coven must be X must be rT �6 6 In. of finished grad. 6 In. of finished Wade Gads over Septic Tank- moo Graft over 0-Box -00.00 over SAS -99.00 TH CLEAN SAND O1JT BACK LL WI (NATIVE OR PERC SAND) "b 41. X THE ACCESS COVERS FOR THE SEPTIC TANK DISTRIBUTION BOX AND LEACHING COMPONENT SET DEEPER THAN 6 IN04ES BELDW�PWED GRADE SHALL BE RAISED TO 07HIN 6 OF S 0.02 6 HOLE M-10 TOP OF UNIT ELEVATION 95.5 • FINISHED GRADE. 101 S-QO11 or C'eater tST. BOX 3! Umdrnum Cow • STEEL REINFORCED PRECAST CONCRETE EXIST. 4-PVC(CAPPED)INSPECTION PORT TO BE r. .'W INSTALL ruw-TITS GAS BAMZS OR EMALS MST,PIPE 1000 GAL S. 0.01.per INSTALLED AND To BE wrimiN r OF w-ce INV. ELEVATION 95.25 PLAN VIEW FRO/ EMT. MMATMN foot CLI12 10. DAT SEPTIC TANK vN 3-2e REMOVABLE COVERS CONCRE71 FULL 13, 0) H-10 (0 A BOTTOM ELEVATION 94.33 r---I r A F-14' t W sue-,znwnl; GENERAL NOTES Imn.of 314C-1 i 1 25.001 r min. clearance 9 IWO) compacted stone irras"min. 2' m . Inlet to outlet 1. Contractor is responsible for Digsafe notification, Verification of Utilities 4 ROWS OF 4 UNITS AT 6.21r/UW+ 2 END CAPS - 21LOW 5' MIN ABOVE BOTTOM OF "4 s."1 6 11 OUTLET at of 0 TEST PIT OR GROUND WATER '.I and protection underground utilities and pipes. \EXISTING SUITABLE MATERIAL T SYSTEM PROFILE 117,111'. N7DTK f 2.83' > 7 �s 5' -7' N: L 5 -7' 2. The sep tic.tank onj di3tri0j.�tion box shall be set Not to Scale 6 In.of 3le-I 1/2- -6 Bottom of Test Hole I Elev.= 88.00 .91 level on 6 of 3/4 -1 1/2 stone. 4'-0' min. compacted stone GROUNDWATER NOT OBSERVED Liquid depth 3. Backfill should be clean sand or gravel with no NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE BOTTOM OF TP-1.: 88.00 SOIL ABSORPTION SYSTEM (SECTION) stones over 3* in size. • 4. This "tam is subject to inspection during installation J HIGH CAPACITY INFILTATROR (H-20 LOADING)/ by Carmen E. Shay - Environmental Services,LOADING)/ GEORGE O'BRIEN ­- '; ZZ= (OR EQUIVALENT) -4 -10'A 5. The contractor shall install this system in accordance NOTE. EFFECTIVE DEPTH OF INFILTRATOR IS 11" CROSS SECTION END-SECTION with Title V of the Massachusetts state code, the approved planand Local Regulations. NOTE. OVERALL HEIGHT OF INFILTRATOR IS 18* 6. If, during installation the contractor encounters any soil conditions or site conditions that are different TYPICAL 1000 GALLON SEPTIC TAN from those shown on the soil log or in our design NOT TO SCALE installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the VARIANCES -REQUESTED: PERCOLATION TEST septic system unless noted as H-20 septic components. Date of Percolation Test: 5/23/11 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. 1. REQUEST A VARIANCE TO INSTALL AN SAS MORE THAN 3 FEET BELOW GRADE. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. H-20 COMPONENTS AND A VENT PIPE HAS BEEN PROVIDED. Results Witnessed By. DONALD DESMARAI - BARNSTABLE BOH 10. All solid piping, tees & fittings shall be 4" diameter EXCAVATOR: Shay Environmental Services, Inc. Schedule 40 NSF PVC pipes with water tight joints. 2. REQUEST A VARIANCE TO INSTALL AN SAS 15.5 FEET FROM A FULL FOUNDATION. Percolation Rate: <2 MPI 0 30" 11. MUNICIPAL WATER IS CONNECTED TO THE SITE and Surrounding Test Hole Test Hole Properties. No. 1 No. 2 DEPTH SOILS ELEV. DEPTH SOILS ELEV. 0 dy 99.00 o_ E - S 99.00 NOT Loamy =" Loomandy THE PROPERTY LINES ARE APPROXIMATE AND 10 YR 3/2 10 YR 3/2 COMPILED FROM THE PLAN BY YANKEE LAND SURVEYORS, ENTITLED "CERTIFIED FOUNDATION PLAN OF 77 HOLLINGSWORTH ROAD O.-a. AP M50 O*-B. 8.50 A, OSTERVILLE, MA. DATED 7/12/1992 _ 9 LOAMY LOAMY AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN SAND SAND IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 10 YR 5/8 10 YR 5/6 THE SEPTIC SYSTEM INSTALLATION. 6'-30* 8, 96.50 6'-30- 8, 96.50. LOT #12 Mod. Sand Mod. Sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE A.0 15 Y 7/4 2.3 Y 7/4 FROM THE EXISTING LEACH PIT TO BE DISPOSED 30*- 132 C, 88.0030'-120" Ci 89.00 OF AS PER BOARD OF HEALTH SPECIFICATIONS. LOT #11 EXISTING LEACH PIT TO BE PUMPED DRY & 16 1 1 1 FILLED IN PLACE 07111 '99 4" PVC 90.93 VENT ASSESSORS MAP - 140 PARCEL 070 ....................................... Parc #1 ZONING - RESIDENTIAL D-B Depth to Parc: 42" to 60" tZ. 0 O� Parc Rate- <2 MPI TEST POLE #2 SHED ELEV.- 99.00 Groundwater Not Observed NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY No Observed ESHWT ADJUSTED H2O Elev. as None TEST HOLE #1 ALL OUTLET PIPES FROM THE ELEV.- 9 .00 PROJECT BENCH MARK DISTRIBUTION BOX SHALLBE SET LEVEL FOR AT LEAST 2 FT. 12" CONCRETE COVER TOP OF FOUNDATION 6 - 5' OUTLET 2' LEGEND ELEV. = 100.00 (Assumed) LOT #3A KNOCKOUTS Z__C T h0,849 Square Fact DECK 1 ' 12' INLET 08_X_0� DENOTES PROPOSED LOT #2A 5.5 OUTLET in (-) I SPOT GRADE 44 8' LOT #4A r 2 DENOTES EXISTING Q X 104.46 SPOT GRADE 1.75' ;I EXISTING EXISTING PLAN-SECTION CROSS SECTION PL PROPERTY LINE CAJUGE 3 BEDROOM 6 HOLE DISTRIBUTION BOX - H10 -CYZ]-- PROPOSED CONTOUR HOUSE (FULL FOUNDATION NOT TO SCALE 97- - - - - -97 EXISTING CONTOUR #77 Desian Calculation DEEP TEST HOLE & --------99 Number of Bedrooms: 3 Equivalent to 330 Gal./Day PERCOLATION TEST LOCATION Garbage Grinder. No Leaching Capacity Proposed: 330 Gal./Day Minimum ASPHALT 1 _6' - 99 1 DRIVEWAY1 0 Failed .___98 Septic Tank 2 x 330 Gol./Day -660 USE EXIST. 1,000 GAL: TANK FENCE I I SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Leach Pit "T I EXIST, 1000 gal. Bottom Area: 0.74 gal/sq. ft. x 473 sq. ft. - 350.02 gallons PRIVATE DRINKING WATER WELL Septic Tcnk---- Sidawall Area: NOT USED --- Providing: - 350.02 gallons 90.00' REVISIONS Use: 4 ROWS OF 4- HIGH CAPACITY CHAMBER UNITS WITH NO S 15D 37' 20" N' STONE FOR AN SAS HAVING THE DIMENSIONS: 12.70' x 25.0' NO. DATE: DEFINITION ------------------ ------------------------------------ Bottom Area: (General Use Approval for 4.73 SF/LF of INFITRATOR �b 4 UNITS + 2 END CAPS per ROW - 25.0 FT C� 4 ROWS x 25.0 x 4.73 SF/LF - 473.00 ,ff 0..,L_E_T2VUS' WOjR 2"JY J? 0,4 Z? DESIGN FLOW PROVIDED: 0.74(473 S.F.) - 350.02 GPD (40 FOOT RIGHT OF WAY) PREPARED FOR : PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM OF Bedroom B R I A N 8c G I N A PRATT #77 HOLLINGSWORTH ROAD Bath Bedroom 77 HOLLINGSWORTH ROAD OSTERVILLE MA I Kitchen OSTERVILLE, MA 02655 5 PREPARED BY: Bedroom r E. rSH�1 Y t_/.Z_ARNEY2 ENVIRONMENTAL SERVICES, INC. 0 20 40 50 Dining Living Room t 0, 181 185 ASHUMET ROAD , ors MASHPEE, MA 02649 S I y SCALE: 1"=20' A)y BE HOUSE FLOOR SCHEMATIC TEL/FAX : 508-539-7966 (Description Provided By Owner) SCALE: 1 "=20' DRAWN BY: CES ATE: MAY 23, 2011 PROJ ECT#SD-1207 --ILENAME: SD1207PP.DWG SHEET 1 OF 1