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HomeMy WebLinkAbout1690 RACE LANE - Health ' 1690 Race Lane Marstons Mills ��� A = 048--004-002,4':' i i 1 a d li No. � & Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incom uter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplItatIOn for Disposal *pBtPUt CDTCs1TULt1Dn Permit Application for a Permit to Construct( ) Repe�z.•(- '-Upgrade( ) Abandon( ) �komplete System ❑Individual Components Location Address or Lot No. 10 C,- er's Name,Address,and Tel.No. 41607_5j/GUV1�1 82 Assessor's Map/Parcel 6 Ca OOy_6p 09/ 3v� -2-3 23 Installer's Name,Address,and Tel.No. �� Designef's Name,Address,and Tel.No. J?-V/N T 4 CT-, �� � l�� ��-5 � V Pam Type of Building: Dwelling No.of Bedrooms Lot Size — /:7 sq.8. Garbage Grinder( ) Other Type of Building S/N�rL.Lr No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 16 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(An wer when applicable) //V 5 �9v 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 Cod and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Signed rn Date Application Approved by Date —� Application Disapproved by Date for the following reasons Permit No. 2_O Date Issued No. G Fee V THE COMMONWEALTH OF MASSACHUSETTS Entered in corn uter: 1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLation for Dispqal 6pstr tt Construction Permit Application for a.Permit to Construct( ) Rep kPI- _ pgrade( ) Abandon omplete System ❑Individual Components Location Address or Lot No. d/ �� / er's Name,Address,and Tel.No. `6a 7r4x-1!11 V 441j Assessor's Map/Parcel 6V W 4/ - 0 ?j � t Installer's Name,Address,and Tel.No. S/► Designer's Name,Address,and Tel.No. Type of Building: ] `� /� Dwelling No.of Bedrooms Lot Size J � 5"e sq.ft. Garbage Grinder( ) Other Type of Building M4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures ,1 Design Flow(min.required) 3 f) gpd Design flow provided ��� gpd / /r w Plan Date I-6 - s Number of sheets ate^- Revision Date Title E Size of Septic Tank Type of S.A.S. Description of Soil ~ Nature of Repairs or Alterations(Answer when applicable) X ' Xz ' ,� 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 Cod d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt / f� Signed ,/ 1 Date Application Approved by Date Application Disapproved by Date for the following reasons � nn 2 M Permit No. o�© — 3 J Date Issued 0 - - - - ----------------------- --------------------- -------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CE�R`TIFFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned( )by. ff�! � /l � 5t' wN e--j r j at �p �'f h-/w has been constructed in accordance with the provisions of Title�5 annd the or Disposal System Construction Permit No. an 16_332ated Installer 1,( ) . "V Designer a #bedrooms 7j Approved desigti-flow,, and The issuance of this permit shall not be constru d as a guarantee that the system will functioQksje . Date Inspector t ----------------------------------------------------------------------------------------------------------------------------------- ----- _ No. �n I G 3 J � Fee 1150 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal 6pstem�ConsftuctiOn permit Permission is hereby granted to Construct(�) Repair( ) Upgrade( ) dbandon System located at 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 co pleted within three years of the date of this permit. , ` � 25 Date � —�V MM � � Approved by • I TOWN OF BARNSTABLE LOCATION —t SEWAGE# ���P 33 VILLAGE _Ii y ASSESSOR' MAP&PARCEL �T D � 0 - INSTALLER'S NAME&PHONE NO. `��/ , 6M 0 a SEPTIC TANK CAPACITY V LEACHING FACILITY:(type) (size) 2 6' )(1J/ KZ' NO.OF BEDROOMS OWNER l/LL ✓ PERMIT DATE: 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 �j U►`^' ;.p. t 13 / a. ® /Z l� f3 PF 36 ( g 6 A a4-a gf- 33 16 i�1'1'1Li1;ATiUN 1-UR PLRC;ULATiON TEST LAND OUSERVATiON ViTS LOCATION l� 90 %1/�GG L-/�Y11 L - - !rf'D ULAO0 NO � � � I VILLAGE o DATE _77APPLICANT 70 - G � FEE ADDRESS — TELEPHONE NO. (Non—refundable ENGINEER SAC 1< LL��t (� r2 S LCfIU�L `f _TELEPHONE NO. 54c�-3 o2.Z LIZB-oo5� DATE SCHEDULED18 I _� Applicant' s signature A9SB�S00g-S b�AP d� �,OgI'ENO. • • • • • • • • • • • . . . • . . . . . . . . • • • • • • • • • • • • • • • • • • • •• • • s • •• • • • • e • . . SOIL LOG SUB-DIVISION NAME . oo o DATE TIMEA4� EXPANSION AREA: YES NO _ w �iR4/ � � ENGINEER ?� TOWN WATER y4RIVATE WELL Pws aex> BOARD OF HEALTH 2mvp EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: T i LaT 4z 4L, A-N E PERCOLATION RATE: TEST HOLE NO: Q$'5 -ELEVATION: TEST HOLE NO: I �5 ELEVATION: �- Ejj � ,o.�n �w 1 O��� �►� 14w L�� 2r�i I.a ��5 Lc�►� Sawn ? L(- �+ � 3 4 C ►LSr- saNp w��� 4 6c&esE SAr" w IT, 5 .33� o�C3C.�c L�i� 5 I C.C•��_ � y B 9 So.N o CQ) 10 11 11 13z� 12 12 13 13 14 14 15 15 16 16 � . SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD L .,.,• LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: 014 NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY flY P. E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLTCANT t 7 ilk � ���� Of lirygss9c o� JOHN �G t> IANDERS-CAULEY CIVIL No.35101 ISTE�����a`��`� `SS/OVAL �Zn z 'u r {LANCE;&CAULf-y � � , IL No 3 141 OF e� w -" f/�f U%NbERS-CAUL Y CIVIL No.35101 y • �IONAL Z!, a , 4 j Town of Barnstable �I"E lad, Regulatory Services Richard V. Scali, Director H" MAft Public Health Division 1639. ' 'Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-740-6304 Date: 4.- )Sewage Permit# '2OA;6e r33 4 ssessor s Map/Parcel d�c�o�crc 2. Installer& Designer Certification Form` Designer: Installer: �tt-c-I A-wt �J GFSE(2 Address: �� l'7Z9 Address: _ _ � y f Ntr_c3 Co u 2f�_ '' 11 X On 4ZateL) W `L l A°- q e%t'y- was issued a permit to install a (installer) septic system at-WF-0 VA415_4j�&-' ,����kl� based on a design drawn by (address) L A-R GP- dated l 10 - Zol to (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 i ' 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 required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in coxesSance with the terms of the UA pproval letters (if applicable). ytNOFc DAVID (/V o D. Y staller's ignature "eFLAHER7Y,JR. Cn No. 1211 o ' S G/S TERM � gnrirnR\PN Desi( _Z 4nL Sign e) x (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE 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\designercertifi cation form.doc i Town of Barnstable P# la '�'°►'� Department of Regulatory Services I ,A mOrMA a Public Health Division Date M. a 0o4 MAM �p a639 200 Main Street,Hyannis MA 02601 r1) lfl!MXt f V `Date Scheduled Z /�� t� Time--F= Fee Pd. s Soil Suit ,�iI Ity Assessment for Sew e Di posa Performed By; -By: ` Witnessed UH�iI� LOCATION&.GENERAL INFORMAT ON Location Address 16 94 R4�E L.r /C Owner's Name Gv 7Z / 1Z /1 V'&17 Address J�O� — Z 59 TF�i4F3 Assessor's Map/Parcel: `0 45 -00 4 ct) Z Engineer's Name -s -'c%eV&y'27A/C NEW CONSTRUCTION REPAIR Tele hone#l��j- S Z —��OU eesz P Land Use• 4. 3 a/r @S. Cr(J Slopes(96) Surface Stones Distances from: Open Water Body YL4 ft Possible Wet Area "'//d ft Drinking Water Well Dralhage Wily 1 �Q ft Property Line '� ft Other f25 / ft • • boa �i� SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands I'n proximity to holes) ab cc T, Ale v VK� b. Lvk, V, c • alb / � �J • � �0�-�C- Lai�- �, Parent material(geologic) r/� ;qa�2 Depth to Bedrock t/� vDepth to Groundwater. Standing Water in Hole: Weeping from Pit Fnea /Y Estimated Seasonal High Oroundwater DETERMINATION FOR SEASONAL•HIGH WATER TABLE Method Used: _/ Depth Observed standing in obs.hole: /Vir�iP In, Depth to soil mottles: eV In., Depth to weeping from side of holo: _�/f-, ln, Groundwater dJuAlmentY• Index Well-0 Reading Date:� Index Well level _/y Adj,fhetor Adj.droundwater Level__>,e Ij j PERCOLATION TEST bgte9 ,Z/,4 I ej_ay Observation it t #3 Hole# Time at 4" Depth of Pere 6¢ry Time at 6" ' Start Pre-soak Time End Pre-soak /e< CT le :Z/ P�y 21 �ry✓ . Rate Min./Inch Site Suitability Assessment: Site Passed Slip Palled: 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:ISEPTICU'ERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Shcl Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stoner;Boulders. COTS e 96'aravel] • �6 C C JL � CIrN ✓.G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, 14, DEEP OBSERVATION HOLE LOG Hole# 74-� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency, • ,r � � G Uc-cm�y S � � DEEP OBSERVATION HOLE LOG Hole# 78-9) Depth from Soil Horizon Soil Texture Solt Color Sall Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Co IRXA ^� .24�=/Z6 E Gxr Z.r' //�14 ID �rve/ Flood Insurance Rate Map: Above Soo year flood boundary No— Yes ✓_ Within 500 year boundary No= Yes Within 100 year flood boundary No. Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio material exist in all areas observed throughout the area proposed for the soil absorption system? 1—eS If not,what is the depth of naturally occurring pervious material? Certification I certify that on _�,r (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 ,e erns and fence described in 10 CNM 15.017. Signature - Datb -�Z Q:158PTIC`\PERCFORM.DOC y. i I CERTIFY THAT I AM CURRENTLY APPROVED BY THE LOCUS DATA \ �q N DEPARTMENT OF ENVIRONMENTAL PROTECTION TO CONDUCT SOIL EVALUATIONS AND THAT THE RESULTS OF MY SOIL EVALUATION ARE ACCURATE AND IN ACCORDANCE WITH 310 I CMR 15.100 RO GH 1 10 CURRENT OWNER JOHN S. LEBEL LOT 3 ; \ I ;N 26• , ____�_ � - --------- JANE N. LABEL \ \ EXISTING 48 4j., E I EDWARD A STONE, CERTIFI D SOIL EVALUATOR PLAN REFERENCE 470-7 I `I DRIVEWAY _ 32p•89' I DEED REFERENCE 7865-303 I I I ` �7 I 00 / I I ZONING DISTRICT RF I PROP SEO N I WATE LINE I \ ' / 29.0' / I 131.8' FLOOD ZONE "X" . "n 1 I I `I I i g I I PROPOSED ASSESSORS MAP 048 >r PR POSED I / FUTURE co 04-002 PARCEL 0 I I I I DRkEWAY 22x36' BARN OHP \ 1 I I I I OVERLAY DISTRICT ZONE II / GP I HP II 125.2' Ln I LOT AREA 53,958t S.F. o \ HP 1 \\ 22.0' 1 1 I II LOT 4 :I \� o \PROP05ED ` 01 \\ 1 1 \ I 53,958t S.F. \� pVERHAAD ` ` PROPOSEb PROPOSED .:I 1 ELECTRIC �INE `PROPOSED OHP GARAGE I 1 I SITE Bc SEWAGE PLAN '� � � \ \ PORCH \ 16 x24 � 154.2 I I I PROPOSED : \ ? \ 6'x22' \ I I RESERVEPROPOSED I/ . . . # DWELLING 13'x25' 22'x34'#16n0 28.8' D.T.H. #2 I I TOF=83.5 I i I 1 I RACE L ANE ::...��\ \.5' \ 10 13 D.T.H. J3 I I PROPOSED \ \ o s.A.S N :.:.:.I \ S 3S'44 \ \\ _ _ N I I I I 13'x25' M AR STON S MILLS, M A. �\ �w >S �\ \� tTH #4I1 i I c2) H-2E co I DATE: SEPTEMBER 16, 2016 I I CHAMBERS . N SCREENED ::I \ PORCH ( / I I rn APPLICANT: :.'`I \ �\ 14'x12' ^� / I m SCOTT & LISA SULLIVAN � � , �� '� 1680 RACE LANE BENCHMARK: PROPOSED M A R S TO N S MILLS, MA 16—0128 BOU DTOPF CONCRETE 1500 GALLON 73 SEPTIC TANK . / (508) 237= 7848 ELEVATION 77 � PROPOSED SHEET SHEET 1 OF 2 -+ s LOCUS >• N PREPARED BY: RacE ��NOF,ygs 2>2001 / EAS SURVEY, INC. `� m LANE �� o Z o `� EDWARDti�� .,r#P. 0. B 0 X 1729 sroNE 0 30 45 60 SANDWICH , MA 02563 S �, N 28 8p PH. (508) 888-3619 28 Als °S 1 GNCHHIC SCALE:FEET CELL (508) 527-3600 LOCUS MAP 1l EAS.SURVEY@YAHOO.COM NOT TO SCALE: i - RAISE COVERS TO WITHIN 6" OF FINISH GRADE `! SYSTEM DESIGN TOP OF FOUNDATION CENTER CHAMBER RISER ELEV. 83.50 FINISH GRADE FINISH GRADE.' RAISE TO WITHIN 6" DESIGN FLOW ELEV. 81.0 OF FINISH,.GRADE BEDROOMS AT 11_5 GPB/D 32 GPD 82.50 ELEV. 80.5 •. � � /\\ //�\ ELEV. 80.0 UND ELEVATION 79.50 3 TOP = n_ .�� ///ate /�� ��///�� ��/ 10'C�AS=0.02 TOP ELEV 77.0 1' MIN.-3' MAX. COVER REQUIRED SEPTIC TANK 5'OS=0.40 '- SCH 4- - 4 PVC 4" PVC SCH 40 10'CAS= 0.02 0 O 0 0 0 o c O O O 0 0 0 ___330 x_2 _ -----660 GAL. I V- 7 INV.= 2 IN-3 MAX SEPTIC TANK PROVIDED _1520_GAL. :iu N 8.80 78.60 10"TEE 14"TEE INV.= 00000 0 0 00000 , STRIPOUT TO t +P „ INSTALL 78.40 6" 000O0 o 0 000 00 C2 HORIZON SIZE OF LEACHING FACILITY REQUIRED 5'-7 GAS BAFFLE 3 OUTLET PER 310CMR 4`-61� 4'-1" LIQUID LEVEL H-20 D83 s 15.255 DESIGN PERC RATE __«____MIN./INCH IJA©F, INV.=76.40 INV.=76.0 0 0 / LONG TERM APPL. RATE_�•74_GPD S.F. TEE REQ. uj INV.=76.20 S:A.S. (13.0' x 25.0') acr 74.0 SIZE OF LEACHING SYSTEM PROVIDED: � TWO 5'=0"x8'-6"x3'-0" H-20 CHAMBERS o, o e o o BOT 74.06 6" BASE OF CRUSHED STONE DATUM: ELEV, 681 330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ. 1 OR MECHANICALLY COMPACTED VERTICAL DATUM: USING H-20 CONCRETE LEACHING CHAMBERS P O 1,500 GALLON �sTE� ASSUMED WITH 4' OF STONE ALL AROUND S PRECAST CONCRETE BENCH MARK USED: 0 00 00 0 0 0 00 00 qN1 ARk SEPTIC TANK TOP OF CONCRETE BOUND 0 00 00 0 o p 00 00 BOTTOM (13.0' x 25.0') = 325 S.F. (j ELEVATION 77.73 00 000 000 0 0 00 000 000 SIDE WALL (13.0'+25.0') 2x2 = 1r52 S.F 0 CONSTRUCTION NOTES: 477 S.F. 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ---4.0' 5.0' i 4.0'--, 477 S.F. x 0.74 = 353 GPD PROPOSED ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 353 GPD PROV > 330 GPD REQ. = 23 GPD RES. WORK ON THE SITE. 13:0' SITE & SEWAGE PLAN 2• NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE SIDE VIEW NO (GARBAGE DISPOSAL / GRINDER ALLOWED) WITH DEEDED OR ZONING REGULATIONS. OWNER /.APPLICANT BARNSTABLE P#15155 #16Q IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. , O NC c 4.3. ENGINEER TO VERIFY REMOVAL OF UNSUITABLE SOILS PRIOR D.T.H. #1 lb D.T.H. #2 D.T.H. #3 ib D.T.H. #4 9 RA CE L A TO INSTALLATION OF NEW SEPTIC SYSTEM. DATE: 9/12/16 DATE: 9/12/16 DATE: 9/12/16 DATE: 9/12/16 NO PARKING OVER SEPTIC TANK IS ALLOWED. GROUND ELEV. 80.6 GROUND ELEV. 80.8 GROUND ELEV. 78.1 GROUND ELEV. 78.3 IN GENERAL NOTES: ADJ G.WATER N/A ADJ G.WATER N/A ADJ G.WATER 68.1 ADJ G.WATER N/A 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. M A R S TO N S MILLS, M A. TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS A/E A/E A/E A/E FOR SUBSURFACE DISPOSAL OF SEWERAGE. LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND DATE: -SEPTEMBER 16, 2016 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE 10YR 4/3 10YR 4/3 10YR 4/3 10YR 4/3 ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING 10YR 5/1 10YR 5/1 10YR 5/1 10YR 5/1 ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. " 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE 6 4" B 4' B 6 B 6 APPLICANT: CAPABLE OF WITHSTANDING H-10 LOADING UNLESS LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND SCOTT Bc LISA SULLIVAN OTHERWISE SPECIFIED. 10YR 5/6 10YR 5/6 10YR 5/6 10YR 5/6 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION 1680 RACE LANE OF ALL UTILITIES PRIOR TO ANY EXCAVATION. ELEV = 79.6 12" ELEV = 79.5 16" ELEV = 76.3 22" ELEV = 76.3 24" 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE M A R S TO N S MILLS, M A OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. (5 0 8) 2 3 7- 7 8 4 8 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF C 48 C C 54 C SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE COARSE SAND COARSE SAND COARSE SAND COARSE SAND SHEET 2 OF 2 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND 2.5YR 7/6 2.5YR 7/6 2.5YR 7/6 2.5YR 7/6 LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 10% GRAVEL 10% GRAVEL 10% GRAVEL 1.0% GRAVEL PREPARED BY: 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN NO G.WATER NO G.WATER 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT NO G.WATER NO G.WATER ELEVATION OF THE OUTLET PIPE. 120 120„ 120 120„ EAS SURVEY, INC. 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES ELEV = 70.6 ELEV = 70.8 ELEV = 68.1 ELEV = 68.3 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS U DTH 1 INDICATES DEEP B.O.H. P. 0. BOX 1729 BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC GROUNDWATER ADJUSTMENT # TEST HOLE DAVE STANTON R.S./AGENT 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND DEPTH TO BOTTOM OF HOLE 10' SOIL EVALUATOR 1 DICATES ADJ. G.WATER ED. STONE SANDWICH , M A 02563 SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE �� 20„ 1N BACKHOE OPERATOR. FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL NO OBSERVED G.WATER � 68.1 B - BE LEVEL VARIANCES REQUESTED DTH #3 ED. GIBBS. PH. (508) 888 3619 12• CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION SOIL TYPE: CELL (508) 527-3600 TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW NONE INDICATES PERC RATE: <2 MIN, PER INCH EAS.SURVEY©YAHOO.COM AND APPROVAL. PERC TEST LOADING RATE: 0_74 GAL/SF/MIN 13. 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LEBEL L O 3 CMR 15.100 THRO GH 1 10 � � \ JANE N. LABEL \ I I " 26-48'47- I EXISTING -- - --- --- -� � E EDWARD A.. STONE, CERTIFIE SOIL EVALUATOR 4/PLAN REFERENCE 470-7 DRIVEWAY _ 32089, DEED REFERENCE 7865-303 Z I I I� —03 ! • i I PROPOSED / ZONING DISTRICT RF I WATEE LINE i \ / \ I FLOOD ZONE "X" ® I I I ( �I ( I 131.8' ASSESSORS MAP 048 I� I PR POSED 1 F i PARCEL 004-002 pHP I ' DRIVEWAY OVERLAY DISTRICT ZONE II / GP I Imo-_ fro \ LOT AREA 53,958f S.F. LOT Ito \PROPo \ I \ \\--ED E VVERI C IN `� p PROPOSED ' \ I c�53,958t S.F. PROPOSED .� E PROPOSED GARAGE\ SITE 8c SEWAGE PLAN \ ,� \� \\ \ 6Ox22' PROPOSED RCH \ 16'x24' D H 1 154.2' I i I PROPOSED \ RESERVE 690 \ 1\ \ \\ DWELLING I/ # I 13'x25' :..:I \ \ 22'x34' �1 _28.8' D.T.HI#2 RAC - LANE :�� \ 98.5' TOF=83.5 1 �3I 1 I IN D.T.H. �3 I I PROPOSED �\ 3S. \ I I S.A.S MARSTONS MILLS, MA. 13'x25' oITH # .:.I _ I I (2) H-20 cn DATE. SEPTEMBER 16, 2016 ::.. \� 's'8' `\ \�� SED 4 ' I I COONCRETE co \ \ 32.5' PRO PO �p J N SCREENED APPLICANT: \ \ \ —POR12" / / I I rn rn SCOTT & LISA SULLIVAN i \ � � l 1680 RACE LANE BENCHMARK: cp PROPOSED M AR STON S MILLS, MA 16-0128 TOP DF CONCRETE 1500 GALLON J (5 0 8) 2 3 7— 7 8 4 8 ELEVATION 77.73 SEPTIC TANK PROPOSED SHEET 1 OF DB-3 2 0 o LOCUS s / / // / Z Z N Q ,G01 PREPARED BY: o 01 0 OF Ail, W 2j i -nRACE Op EAS SURVEY,_ INC. `� T `�"e �� EDIII/ �� �G v o a Z � i� A. m P . O. BOX 1729 Ig N y"`'f= = y A o �No. 2� ap 0 30 45 60 SANDWICH , MA 02563 - w PH. (508) 888-3619 28 GRAPHIC SCALE: CELL (508) 527-3600 ���1(0 1 INCH = 30 FEET EAS.SURVEY@YAHOO.COM NO TO SCALE: I i