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HomeMy WebLinkAbout0125 NORTH BAY ROAD - Health 125 NORTH BAY RD, OYSTER HARBORS A=072-011.005 it APPLICATION FOR PERCOLATION .TEST ND OBSERVATION PITS LOCATION N0. VILLAGE DATE APPLICANT FEE ADDRESS TELEPHONE NO.. (Non-refundable ENGINEER ti _TELEPHONE NO:_ DATE SCHEDULED OD (Applicant' s signature ASSESSOR'S�biI�P6 LOT NO. . . . ... . . . . . . . . . . . . . .. . . . . . . . . . . . . .a . . . . . . . ... .. . . . . . . . . . . . . SOIL LOG Map 72 Lot 11-5 11:00 a.m. SUB-DIVISION NAME Oyster Harbors DATE October 10, 1995 TIME EXPANSION AREA: YES NO ..Jnbn x T4nlmgra�p,, P_F_ ENGINEER TOWN WATER X PRIVATE WELL Jerry Dunn61(C BOARD OF HEALTH Macomber EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES: •/ f- �i ,�� `� _ fir{ • '10 /r ► f 4 l PERCOLATION RATE: TEST HOLE NO: 2 ELEVATION: TEST HOLE N0: ELEVATION: 1 8" Topsoil 1 811Topsoil, 2.- 2 3 0" Subsoil 3 36" Subsoil 4 4 5 5 6 6 7 Sand 8 8 9 9 102" Sand 10 10 Water at 102" 11 No Water . 11 12 Encountered 12 13 13 14 14 .• 15 15 w. 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD X LEACHING PITS X #1 LEACHING TRENCHES X UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS:_ NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P . E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT s nN-BYTE RF,VTEW Deep Hole Number: _3 Date: 10110195 Time: 11:00 am. Weather: Fair Location(identity on site plan) See Site Plan Land Use: Residential Slope (%): 8 Surface Stones: None Vegetation: Upland Forest Landform: Outwash Position of landscape (sketch on back) Slight Slope Distances from: Open Water Body N/A Drainageway N/A Possible Wet Area N/A Property Line 100 Feet Drinking Water Well N/A DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Soil Mottling Others(Structures, Stone, Surface(inches) Horizon (USDA) (Munsell) Boulders,Consistency,% Gravel) 0-2" O 2"-6" E Sand 2.5 Yr. 5/1 None 6"-28" B Sand 7.5 Yr. 4/6 28"-87" C Sand 10 Yr. 5/6 Parent Material (geologic) Qs-Sand& Gravel Depth to Groundwater: Standing Water in Hole: 102" Weeping from Pit Face: None Observed Estimated Seasonal High Ground Water: See Attached Depth to Bedrock: N/A #2 SOIL INVESTIGATIONS f FIELD NOTES DESCRIBED BY: John K. Holmgren, P.E. J.K. Holmgren & Associates , Inc. REQUESTED BY: A.M. Wilson Associates SITE LOCATION 125 N. Bay Road, Oyster Harbors DATE October 10 1995 TIME 11 :00 a.m. WEATHER Fair LAND USEResidential LANDFORM Outwash Plain SLOPE 8% VEGETATION Upland Forest STONINESS None . SOIL TYPE Carver SOIL CLASSIFICATION Sand PARENT MATERIAL Glacial Outwash ' DEPTH BEDROCK None DRAINAGE CLASS I HYDRIC SOIL DEPTH MOTTLES None DEPTH WATER TABLE � a = W SOIL PROFILE DESCRIPTION p o o Z COLOR SOIL SOIL DRY/MOIST TEXTURE MOTTLING 0 1 " None A 7" 10 Yr. 2/2 Sandy Loam - None B 22" 10 Yr. 5/6 Sand None C 92" 10 Yr. 7/3 Sand None NOTES: #3 SOIL INVESTIGATIONS / FIELD NOTES DESCRIBED BY: John K. Holmgren, P.E. J.K. Holmgren & Associates , Inc. REQUESTED BY: A.M. Wilson Associates SITE LOCATION: 125 N. ' Bay Road, Oyster Harbors DATE October 10 , 1995 TIME 11 :00 a.m. WEATHER Fair LAND USEResidential LANDFORM SLOPE Outwash Plain o VEGETATION Upland Forest STONINESS- None SOIL TYPE SOIL CLASSIFICATION PARENT MATERIAL Glacial Outwash DEPTH BEDROCK None DRAINAGE CLASS I HYDRIC SOIL DEPTH MOTTLES None DEPTH WATER TABLE Jzz SOIL PROFILE DESCRIPTION N COLOR SOIL SOIL O n z DRY/MOIST TEXTURE MOTTLING 0 2" E 6" 2.5 Yr. 5/1 Sand None B 28" 7 .5 Yr. 4/6 Sand C 87" 10 Yr'. 5/6 Sand NOTES: No.: Date: October 10, 1995 COMMONWEALTH OF MASSACHU SETTS Oyster Harbors, Massachusetts SITE SUITABILITY ASSESSMENT FOR ON-SITE SEWAGE DISPOSAL Performed by: John K. Holmgren,P.E. Certificate Number: 30848 Witnessed by: Gerald Dunn,Health Agent ADDRESS/LOT NUMBER OWNER'S NAME ADDRESS& TELEPHONE 125 N. Bay Road Robert Johnson MAP 72, LoT 11-5 P.O. Box 2323, Naples, Florida 33939 O ster Harbors, MA New Construction ® Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes Year Published 1993 Publication Scale 1:25,000 Soil Map Unit 27 Drainage Class I Soil Limitations Surficial Geologic Report'Available: No ❑ Yes Year Published: 1967 Publication Scale 1:24,000 Geologic Material (Map Unit): Os-.Sand& Gravel Landform: Outwash Plan Flood Insurance Rate Map: 250261 0005C - July 2, 1992 (Revision) Above 500 year flood boundary No ❑ Yes 0 Within 500'year flood boundary No ® Yes ❑ Within 100 year flood boundary No ® Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) N/A Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month: September Range.• Above Normal ❑ Normal ❑ Below Normal Other Referenced Reviewed: TOWN OF B STABLE '4V LOCATION S Or A SEWAGE # 95 J 0 3d VII,LAG ASSESSOR'S MAP & LOT!-'a-011 0015- INSTALLER'S NAME&PHONE N0 e- SEPTIC TANK CAPACITY 0 0 -/oZ 0 - A/ /9 C M rt LEACHING FACELITY: (type) .5700 6AI keJ (size) NO.OF BEDROOMS Jr' BUILDER OR OWNER PER MITDATE: //-o?5 tE� COMPLIANCE DATE: :D 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 NoR�� �L�VAT�tJ 3 8 . G ID OOTLeT 3�� ®a,GcT (t i i Q F r , Fee Y.� R' THE COMMONWEALTH OF MASSACHUSETTS p8587 (� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS \ 01 �ltlYiCAtiO)I� for i��lO�aY *wem �Cow5trurtton Vermtt Application is hereby made for a Permit to Construct( X)or Repair( )an On-site Sewage Disposal System at: io ddr s o Lot No. Owner's Name,Address and Tel.No. tl02t ort�i day Road Q ert Pi rrien Oyster Harbors Weeston, mAAlp2M I staler'N ddress A and Tel.No. Designer's Name,Address and Tel.No. .� IT C Land Planning Inc/A.M.Wilson Assoc. Inc �RX-J6 911 Main Street 5Est ille,MA 02655 tel: 428-1450 Type of Building: Dwelling No.of Bedrooms 6 Garbage Grinder( X) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 660 gallons per day. Calculated daily flow 675 gallons. Plan Date 11/20/95 Number of sheets 1 Revision Date Title Sewage Dispoasl System Plan Description of Soil TP#2.: 0-1" 0 horizon loam; 1-7" A horizon sandy loam; 7-22" B horizon sand; 22 layer sand TP#3: 0-2" 0 horizon; 2-6" E horizon sand; 6-28" B horizon sand; 28-102+" C lamer sand; ground water observed 102" t 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 Environment C de and not to place the system in operation until a Certifi- cate of Compliance has been issued b is Board of blealth. ,Q Signed—, ° o Date Application Approved by Application Disapproved for the following reason Permit No. 'r Date Issued_�� TOWN OF B7NSTABLE LOCATION .s Or SEWAGE # : _ - �S /�-t„ / G ASSESSOR'S MAP & LOT t 7d-Oil O0s VILLAGE _ INSTALLER'S NAME&PHONE NOI � d' SEPTIC TANK CAPACITY 00 a/ © // '�C M r LEACHING FACILITY: (type) 5 00 SAI C/1A/rJ drei (size) S= 11�X it"t NO.OF BEDROOMS S j/ BUILDER OR OWNER PERMITDATE: / o?S COMPLIANCE DATE: Separation Distance Between the`. . Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by TOWN OF B STABLE (, _ LOCATION S Or SEWAGE # / S / e�a VILLAGE �5 r �C ASSESSOR'S MAP & LOT t7701-011 oa.S INSTALLER'S NAME&PHONE Nd. , cr' SEPTIC TANK CAPACITY d 0 CZ© C LEACHING FACILITY: (type) .S DO SA/C/JAM I rej (size) �x q NO. OF BEDROOMS S BUILDER OR OWNER �o�c'T `T�C'rrii3�•� PERMTTDATE: COMPLIANCE-DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �v'i+:+:?�Fa'*�t.ri.A ,:«+.ra�.rfir.", r..-- o.j..' A `.r. !_. f.o� r .:'�. :> -z` �..:r�::.:Z, .. ...` t,.ay, t„ . '' No., - ti,— _..: Fee THE`COIV(ftdNWEALTH.OF MASSACHUSETTS p8587 r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS - -' Ytc�t on for .g oar bpgtem Construction Permit. 1 , • Application.is hereby made for a Permit to Construct("X)or Repair(A )an On-site Sewage Disposal System at: s o Lot No. Owner's Name Address and Tel.No _ ori* Road t rien 1 f' Oystek-Harbors - 1 �3' Buc p h j } weston, MA 21 { sta er' NazqWAdss,and Tel.No. Design is ame,Address and Te.No. �iv� st �en` Land P arming inc1A.M.wilson Assoc. Inc :�a - SIX,-6 911 Main et - 5 �Ost i11e2b55 tel: 428-1450 jr Type of Building: - .! Dwelling No.of Bedrooms 6- Garbage Grinder( X) Other Type of Building ' No.of Persons Showers_ ( ) Cafeteria( ) Other Fixtures + t w. D'e`sign Flow 660 gallons per day.!Calculated daily flow 675 gallons. {` Plan Date 11/20/95 Number of sheets 1 Revision Date Title Sewage Disnoasl System Plan " TP;t 0-1" 0 horizon loam• 1-7" A horizon sand losrra=+ 7-22" B horizon. Description of Soil , Y s i _" '� sand; - 2�--yL* C layer sand TP113: 0-2" 0 horizon; 2-6" E horizon sand; 6-�28" B horizon 'sand.; 28=102+" -C layer sand; Around water observed 102" 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�vifh-the provisions of Title 5 of the Environment ode and not to place the system in operation until a Certifij`• cate of Compliance has been isSued,b is Board of blealth. / Signe o o< Date Application Approved by i Application Disapproved for the following reason Permit No. Date Issued yj,. ---- -- =---_= __ `-�-____ ___-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS \It # 5i Certificate of Compliance THIS,IS TO CERTIFY,that the On-site Sewage Disposal System installed(X)or repaired/replaced( )on `.by R.J.Bev-1acqua Construction . for Robert Therrien as constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ed' Use of this system is conditioned on compliance with the provisions set forth below: .' No. �. Fee THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ig gar p6tem Co gtruct"ors ertuit ` Permission is hereby granted to .__ L to construct(X )repair( )an On-site Sewage System located at ` 125 North Bay Road, Oyster Harbors and as described in the above Application for Disposal System Construction Permit.The applicant recognizes hi /her dut to j comply with Title 5 and the following local provisions or special conditions. � I • All construction mus be co leted within two years of the date below. C c 71q R, Date: X Approved by a .. -— t p8587 - . , THEtCOMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,MASSACHUSETTS.. zipp[ication for Miopooai&potent conotruction permit Application is hereby made for a Permit to Construct( X)or Repair( )an On-site Sewage Disposal System at: . Own{f�,r's Name ddress an Tel.No. lll�`iavo"1M or• § Road �Se r C srienSh Oyster Harbors eston I a er' N Address,en Tel.Na. Design rb A dress d Te.No. .Rev �c��ua construction Lana P�arin�ng Inc son Assoc. Inc P.O.Box 1 911 Main Street Mashpee,MA 02649 te1:477-6735 Osterville,MA 02655 tel: 428-1450 Type of Building: Dwelling No.of Bedrooms 6— Garbage Grinder( X) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures gallons. Design Flow 660 gallons per day.Calculated daily flow h75 Plan Date 11/20/95 Number of sheets 1 Revision Date Title Description of Soil TPII2 0-1" 0 horizon loam; 1-7" A horizon sandy loam; 7-22" B horizon sand; 22-= 92° C laver sand TPll3 0-2" 0 horizon; horizon sad 6 28 B horizon sand 28 102+" C laver sand ¢round waror nhrrPrvad 102' 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 Certifi- cate tale of Compliance has been issued by this Board of Health. e Date " Signe Application Approved by Application Disapproved for the following reason Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE.MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed(X)or repaired/replaced( )on by R J Bevilacaua Construction for Robert Therri oo�nstructed in accordance � � d with the provisions of Title 5 and the for Disposal System Construction Permit No. Use of this system is conditioned on compliance with the provisions set forth belo ———-_______________...-___—_______---— F. No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE.MASSACHUSETTS �Biopo/aIC//ippotem V iotruction Permit Permission is hereby granted to HarborsTV Ny to construct(X )repair( )an On-site Sewage System located at 125 North Bay Road,.�y�l'Pr and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within two years of the date below. 1 Date: Approved by t s o Pt N V o„��_. o p Isabelle 7/ e \ �r 55 q Map 73 / 35 ���o N/F Paul Mellon - 6 ,, tl Finish Grade '0 _ i-7 / 7 -7 '�j ter• •/— 7— �� 10 , / -•R p0 �I / I `� Filter Fabric ;;';;Tuna ^ O •••, � / / ! / ,J—�--Compacted Fill Ti s � o� 1/8r=Ile , ! / / / Pea Stone OX '' / // P s •"c o3z a rho` EL,Z'5Q DY CWi1Y �R i� J/ / // // // // / ,/ Leaching M u 'pro •• •° s 3/4 —1 I/2 Double Q PT / / / // a Chamber 5 5� I M B °/b RE ` � / / / / / / Washed I• • •• ' C ' \�� / / / • D IN \\ i Q CROSS SECTION OF CHAMBER / NOT TO SCALE ►� z cc DO p _J _ — — • ' i / 1 i LOCUS PL AN a J ! 1 SCALE IBA=20008 EL.14.5L;' �s° 'T �P�t ,' ' v / ASSESSORS p J' ! , MAP 72 PARCEL 11-5 w 1 P�POP05�D,P�S/D� ! H. 24.00' 1 I mNOTES - �_7_--L- DESIGN DATA I.Water Supply ForThis Lot is Municipal Water. ,' I %� / / � ,,-' � i I I • Single Family-5 Bedroom _ ` ) ! 1 2.Location of Utilities Shown on This Plan Are Approx. With no Garbage Grinder / Z 79*,1 l lI At Least 72 Hours Prior to Any Excavation ForThis Daily Flow=110 x 5= 550 GPD % ,� 1 1 Project The ContractorShall Make The Required Septic Tank: 550 GPD x 200%=1 IOOGPD Notification to Dig Safe(1-800-322-4844) Use 1500 Gallon Septic Tank 3. The Contractor is Required to Secure Appropriate LEACHING AREA Permits From Town Agencies For Construction ' a Defined byThis Plan. 550 GPD/0.74 =743 SF Required Z o Sidewall = 2(12444.)2=224S.F. 4 Install Risers as Required to Within 12 of Bottom Area= 12F x44' = 528 S.F. y10 zPA1A ____. Finished Grade. 752 S.F.Total Provided Ma 71/4,1 5.All Structures Buried Four Feet or More or Subject LEACHING CHAMBER DESIGN N/F to Vehicular Traffic tobe H-20 Loading. Ail Pipes to be Schedule40. Use $5 g� OYSTER HARBORS CLU13, INC 6. Septic System to be Installed in Accordance With 5- 500 Gal.Leaching Chamber ino 310 CMR 15.00 Latest Revision And The Town of 121x 441 Washed Stone Field as Shown. } Barnstable Board of Health Regulations. TP NO GRD EL: ' S1 t.e. OBSERVATION ONLr 7• 1\.1 I Piping to be SCl ./?0 {"e/C GW..EL. 1.0 PLAN VIEW SURFACE SOIL S014 SOIL SOIL DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER Scale- I FF=30r IY-3' TOPSOIL - - - 3'-36' - FILL - - - i 3p--44" - TOPSOIL• - - - S.OS&F'OLF a X5' ELEr. - 1.6 - WITNESSED BY: DATE: 10/06/95 JERRY DUNNIN G� TEST BY:�1, PERC RATE: ,�J•K•i40Lr+t G eC)li PE - MIN,/INCH Order of Conditions SE3-2958 GI NO 2 NO WATER Enm couLO Not I>r,EsoA Measure depth to water table ^— EN WATTE PERC NOTE GIRD. EL 14.5 ,' I x to nearest 1/10 ft....................................................:......................... Date 10 S 8.JI GW. EL. NGWE month/day/Year SURFACE SOIL, SOIL SOIL SOIL -DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER Using Water-Level Range Zone and Index Well Map locate 24 site and determine: e 1' - 7" A SANDY LOAM 10 YR 2/ O Appropriate index well................................... Ity11\c!Z ��' �E •` g A D-2 PI ITL. "" p• .7"-22' B SAND 10 YR 5/ - - B Water-level range zone..................................................... 22'-92" C SAND 10 YR 713S ��c �3:9 Using monthly report"Current q P `ilVIl.. d Water Resources Conditions" •'�, determine current depth to 10 95 9 e9 + a Mi. 3�yA\ B,09&HOLE,.10' �v- 4-a water level for index well........................... _ _� •�`,����, .. _ month/year /� O WITNESSED BY: {/Jf DATE ,'10/06/95 � JERRY DUNNIwJtCs 1500 Gal. Septic Using Table of Water-level Adjustments F G. 18.0 Ton k TEST BYu: PERC RATE: for index well(STEP 2A),current depth F G. 19.O K "OLM r-QEAJ p 1- <2 to water level for index well(STEP 3), MIN./INCH and water-level zone(STEP 2B) 2•p TPN0.' 3 PERC Nat , determine water-level adjustment.......................................................................................... C� CRD. EL. 9.8 � '02• COULD NOT PRESOAK 16.0 - PROPOSED SEPTIC SYSTEM GW. EL. 1.3 111 Inv.15.0 Estimate depth to high water 15.8 Top E 1.16.0 SITE PLAN SURFACE SOIL SOIL SOIL SOIL by subtracting the water- �-/� 15.6 DEPTH., HORIZON TEXTURE, COLOR MOTTLING OTHER level adjustment(STEP 4) �j,4 i• .^ Bot. E 1.13.0 0'-2" 0 - - - - from measured depth to water S ? 15.2 AT levelat site(STEP 1)............................................................................................................. • t•: 2"-6' E SAND 2.SYR 5/1 - "', ~ •,• �: sw Bedding as , 125 NORTH BAY ROAD 6'-28• B SAND 7.5YR 4/6 - - Per Title 5 g'9 OYSTER ,HARBORS MA Dis$e"ED 14ZD L. 1.3 iOFr 10.5E 101 IOF 12� FOR 28"-87" C SAND 10 YR 5/ - co��EcnoP.,� y cce }tom ROBERT a TI NA THERRIAN 1),oes:F10LE.e.s' ELEV.- ,a ITNESSED BY: SCALE: AS NOTED DATE, MAR. 16,1998 .-.DATE JERRY DUNN __.._.,,.. SULLIVAN ENGINEERING INC. TEST BYI PERC RATE: DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 7 PARKER ROAD; J K�b LNk�2G/.► p� <2 MIN./INCH Not to Scale F OST ERVI L LE , MA 02655 ( 508) 428-3344 REMO\/II!-D GARBAGE I~iR1NOER- R�vISION io-2c.-48 REduc�p L.rn1GTN of L_EAcH. CNAMBeR 97037 MANHOLE COVER BROUGHT TO FINISH GRADE NO N 5130, ---- --- 12' 6" 101 01 v CO WR GRD. FL. 5-1 -w VSSERVATIICN ONLY g G* T­ WN f PRE-AST, STEEL REINI- 6' BAFFLE NOR U4 1 solt. SURFACE IL SOIL t SEPTIC TANK -\4-4 RiZON X rURE COLOR MOTT! ING 0 THER 1 HA Y OSOIL TE �E 1 F ;IRE (1, rHc I - - - I i-4 DEPTH H 3' 08 1 11 �j J,_-_: 112" L-A" j_ t I i�6Y -0 k LA;i. TOPSOIL iNi.ET pos T U .5, ` `t, I VC NLE_ 4'-l' min. in Y OEW 4)Rk 0 b�,' NUI` 1k,'RF F1011)LIN90 OF APP','�V[1' ��JUA_ P' AN TF F- LIQUID DEPTH rs" MIN. 3/4' k4)6' DIA. 4 FILL TO 1-1/2*STONE HOLES 36*--44" TOPSOIL t PROV110' VEL STABLE _24" DIA. MANHOLE COVER BOTFOM. ON LE BASE 1 4. OATEER ,iq !LEI 4" a,;TIL�7 CROSS SECTION VI EW _U -1- '" I NOTES C 1/2 2-- PLAN VIE'V'V i-J .4� 1) SEPTIC TANK TO WITHSTANE:. LOADING 3)' INLET AND OUTLET TEES TO BE CAST IRON, yt 6. oes. HOLD 0 3_�,' ELC4. - 1.8 UNLESS UNDER PAVEMENT, DRiv,_'. fIR TRAVELED SCHEDULE 40 PVC OR CAS-!-IN- PLACE CONCRE IL. 40-To ON WITNESSED BY: WHERF BY H-20 LOADING '�ALL APPLY. TEES TO BE CENTERED UNDER MANHOLE COVER. LE VEL. STABLE THE INFILTRATOR Refeence,_�: VVAYS, 2 DATE: 10/06/95 JERRY DUNN 1�lh BASE 6" VIN. 3/4" NI;T I0 SCIALLE 2� Ai-1- PIPE CONNECTIONS 1'11N';� (.,;N(.RETE CON- CROSS SEC110N 'OEW !-1/2" STW TES- 8Y: PERC RATE: STR�'J C,T I ON TO BE VVATFRTT:-,�'�-? `�'_PTIC TANK DETAIL 500 1 AM-MLSON ASSOCIATES L NO. OF GALLONS: DISTRIBUTION BOX DETAIL NOT TO SC ALE NO! TO SCALE 2 V NO WATER PER-c HOLL .,V1 FNrOLINIERED COULD NOT PRESOAR I , LEACHING FACILITY OCLIS M AP 11 vi. I:1 (8) INFILTRATOR UNITS L W 3.5' OF SIONE SURFACE IDOL SOIL SOIL SOIL ------ DEPTH TEXTURE COLOR IMOTPLINC OTHER .1 1. n_ 73 35 D F ' I G r,'2 A N A L-YS-)I M.- DESIGN FLOM 7- A SANDY OAM 10 YR 2/� Z PALIL MELL.ON 6_BEDROOMS 0 '110 GPD 660 G-PD 7"-22'* a YR 15 _22":92" C SAND YR ICB,,DH I' YR 7"LF S APT!C TANK RFQUIREMFNTS: /V761 8 7 6-00 CAL X 2.0 1:920 CAL 13. Oss. HOLE 0 1 0, ELEV. 4.5 GARBAGE GRINDER USE 1500 GAL TANK W/ 2 COMPARTMENTS 4ITNE'SSED B',,': 10/06/95 D, DATE- CID A JERKY DUNN c>c_ RIE J 2­1 REMOVE REPLACE -7- �) -AC TEST BY: PERC RATE: 6, TW=23.0/ 'N" '_F CHING I` 'ILITY REQUIREMEN A.V.Wll '�ON ASSOCIATES <2 TW=23.0 2 WN./INC�� P '0 RATE <2 MPI ER 1P No. 660GAIL 0.74 892 S,F. -71 102� OULD NOT PRESOAK 125 GRID. FL_ 8 PERC HOL 0- GW Ei_ Ur PROPIDSE-1) '0 SURFACE SOIL SOIL SOIL I tz, L P it -------- DRh/F NORTH BAY RD. cN LEACHING FACILITY PROVIDED -2" iFy SLAB =0" V 8 INFILTRATOR UNITS W/ 3J` STONE TH E I R GARAGE OYSTER HARBORS DEPTH HORIZON TEXTURTE -TTUNG 0,CO; OR MCI 20.7± 2'-6� E SABD 2,5Y 64.251 x 9.83'W x 12'D 41' 4-1. 1500 CAL, < TO TIC TANK 6"-28" B SAND 7.5YR co 11 N 80 M AREA 632 S-F ij I— N OSTERVILLE, MA 16 ( cn T N-1 2 COMPARTMENTS) SIDE AREA = 280 'S.F. 0 28---87- C SAND 10 YR 5 i:jj P VIC TOTAL AREA 912 S.F. "675 GAL/DAY) SCH D,4L--- Tt 4j B. OW". HOLE 13,5' ELEV. - 1,3 0 (J pp k$ I NOJES WITNESSED 9Y: it If 'OP(II Sp DATE: 40/06/95 cj�: 1 7 1 UNLESS 011HIERWISE NOTED, Af_t. C ON S T R L C-rl ON - TEST BY: JERRr Z)RoQAd 4 -0 S�- RM 1 A.%WiLSON T _E T PERC RATE: 2,1 - METH(-',[)S AND MATERIALS SHALL CONFO <2 MIN,/INCI, TITLE V OF IHE STATE ENVIRONMENIAL CODE AND L TOWN OF BARNSTABLE RULES & REGULATIONS T TID BF USED A' ALL FIDINTS WHERE PIP S ENTER OR LEAVE ALL CONCRETE STRUCTI-IRES IN 0 ORDER TO PROVIDE A WA—1ERTIGHT SEAL. ORE-PARED FOR- 3. ALL SHIPLAF1 JOINTS IN SEPTIC TANK SHALL 9[- I I MR. & MRS. ROBERT THERRIEN SEALED WITH NEOPRENE GASKE TS (If? AS' PROPOSED 7P #1 CEMENT TO PROVIDE A WArERTIGHI SE-ALf, S'T WATER TABLE ADJU tIVENT RVICE 4. PRECAST CONCRETE- SEP TIC TANK, DISTRIBLJTIC.� FRIMPTER METHOD Un BOX AND LEACHING FA-ILITY TO WITHSTAND Sr, Sr/owr (Owc-Ow max) i_OADING UNLESS IJINDPR PAVEMENT, DRIVES OR TRAVELLED YVA',I'S WHEREIN t _0 SHI%� 1 911 Mor Street use Mcs�ipee Well No. 29 Comparison APPILY. �strviltv. MA LOT 204 8.5 16 ept,11. of Water round 5. ALL 4" PIPES IN THE SYSTEM SHALL BE SCHEDULE _J SC Sr 6. WASHED CRUSHED STONE SHALL FREE OF ALL 10/22/95 D!RT, DUST AND FINES. Owc Depth in Well No. 29 on 1 .17 AC. A, M. Wilson Associotes) Inc. 5�62 7. AT' ALL. POINTS OF INTERSECTION OF WATER LINES Ow max. AND SIE�VYER LINES, i-30TH "PIPES SHA'LL BE CON- _TED OF CLASS 150 PRESSURE AND ARE T': 3,63 -------- STfRU` PIPE 508 42.8 14'xl, FAX 420 11356 Owr Upper LTmit of Annual Range BF PRESSURE TrESTED rO ASSURE WATERTIGHTNESS. 20--- ez;�k -_j 0 1 Sh - 10.0/ 3.61 ( 9.81-5�6 2 289.74' C L31D H 8. SEPTIC FANK, DiS"17�19LITiON BOX, ETC. SHALL BE FN D MAN�FACT IL,AND PLANNING 8.5 2,75 419 -3,04 tURED BY P107UNDO OR AN EQU!VALENT Sh MANUFACTUMER, 'EY ENGINFE'RING & SLTR'v 'TT S 38 t ALL UNSi'!TABLE MATERIAL IN LEACHING 9. EXCAVA'; HALIFAX, -4144 AREA AND BACKFil-L WITH CLEAN GRAVEL OR (6t7) 2,94 -71 L. 4— I I COARSE SAND HAVING A PERCOLATION RATE N11F 1 2 MIN/INCH OR Lr-__SS. SIP OYSTER HARBORS CLUB,. //V�l Q :AVY '-QUIPMFN'f SHAI L NG! BE ALLOWED TO NORMAN BERNARD -HE SE`NA%GE- DIS.- _44/ CIPERAlE OVER 1HE LIMITS OF 1, - I MUNRO, SR.. )Z� POSAL SYSTEMS DURING, THE COURSE OF CON- LL % ZQNIN CIAL G RE VIEW No. :54482 '3TRUCTI(DiN OF THE SYSTEMS.'TJ MERT ELF VA ONS ZONED: RF--1 r,OL F COURSF, RENCHAWA.RK. J FICATONS TO 7 E SEWAG3E DISP,05A 11. NO f IELD MODIr 'I I Ill MIN. LOT AREA 43,560 S.F. ILL _4 TAG BOL F SYS-EM SHA* ; BE MADE WIT, OUT PRIOR WRITTEN 15.80 N T F 20' HYPRANT #1702 APPROVAL OF' THE Ijar J , o - 4" IN\,'EER'T AT BUILDIIING `E MIN, LOT' FRONTAGE G NE_RA L N 0 bf,-5: 1-_LEV.= 9,97' BOARD OF HEALTH. PLAN VIEW MIN. YARD SETBACKS: 14.98 30, 12.-T'HIS SYSTEM SHALL 91E INSPECTED AS REQ'kJ1Rr_.r,, R Y -11" !NVERT AT 1500 GAL ]ANK k'*M U FRON 15' LEGEND: 14.78 LOCI S OWNER: RIPHA�P' MARTHA jOHNSON SCALE: S!DE 15' 2.10 .00F TITLE V. "I" INVERT AT 1500 CAL TANK ((__)U- T)- 2.DEED REFERENCE: LAC-C, HEAR EXISTINC: CCNTOuF STONEWALL 3.A CER19FICATE OF COMPLIANCE AS REQUIRED BY 'E If --BUILT PLAN EWA " 14,35 SEC111ON 2.8 OF T TLE V AND AN AS 3, PLAN REFERENCE: 15354­128 4' iiN'VERT AT DIST. BOX (IN) i OF' TIIE S'yS_[E.M MUST BE 09TAiNE__D BY FH`E A 14,118 4.LOCUS IS SHOWN AS 1_0T 111--'51; VIAP 72 ON THE 1EXIS-FING GAS LINE. CON TRACT6� LJPON COY PUf --1ION OF THE Ae-OVE 0 �K. DISPO��))4- ,L a a 4" INiERT AT DIST BOX kOUT) TOWN OF BARNSTABLE ASSFS'SORS MAPS. W EXiSTINC INATER. UNE 14-ALL LINOERGPI)UND UT!LJ_flES SHOWN WIERF COM-- SYT[- M PILED ACCCIRD�iNl (; f,) AVAILABLE RECORD PLANS A INVERTS AT L.EACHINiG' FACII !T­ BR()UGl4T­_­ PERC. TEST P!T AND AR�E APPROXiMATE ONLY. SEE' CHAPTER 370 PLMI j -NISHE'u, �RADF ­`A-_,R AREA FINISH GRAU�' -7 1 2% MINIWAA F ACTS OF 1963, MASSACHUSETT'S GENERAL LAWS- 4" INVE'�il_ "r BEGINNINIG OF FEET To PROPOSED WA AS NOTED LEACHINIC' FACILITY 4" SCH.40 ;NCURRED AS A RE. OF UIT1.1-11"PES OMMI'TTED OR tNAC`b1PA `--I.Y SHOWN. -!HE APPROPP�A-IT_ PUB, _70— PROPOSED CON ELEVATION A7 BOTTOM 12,0 14.98 1,1111 14 35 1 t7NC4JNEEL?!i,,'r'. DEEPARTMENT SHAL,_ BE CONTACTED AS -1 . --I I 1 '4.18 14.13 1110 1 OF LEACHIING FACUTY WELL AS D!G SAFE (PH. NUMBER 1­800­322­484-4� 'ORE ANY ("ONS[RLJCT!ON IS TO BFGIN, -9, OIN' 1;�001 GA! '2231A I----------- �'OUNDA 14.78 12.0 r i-!r,; 'ANK ED GROUND WA-iER 95 lwq ;40: OBSERVE _Z�20 Nj G ELEVATION FRIMPTER ADJUSTMENT ;�:,TtALLFJD ON ------ -4 ci`P I 1 111 2-D ING F!LE 1�' �AR Check: BEM SYSTEM PRO" ;__LE 6.8 FRIMPTER TP#3 Drawn, (,,;Rp CA_ OF SIONE S:f,13LE 19;V` f 1 Job ­-592 —In 75__Tv_ �T2" 05