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HomeMy WebLinkAbout0206 TURTLEBACK ROAD - Health 206 TURTLEBACK ROAD Marstons Mills A = 063 — 021 _l S P , TOWN OF BARNSTABLE . LOCATION Z 0 C 7v- , Ale A cli Al SEWAGE VILLAGE %S ASSESSS-OR'S MAP&PAR/CEL063°— 0'-1 INSTALLER'S NAME&PHONE NO. TT SEPTIC TANK CAPACITY )rC'I5 LEACHING FACILITY: (type)2 ?—ooC LC-aC� size) NO.OF BEDROOMS OWNER an,, idl is of ol _ 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 ��� � y � � 5p� � � � �. � -�s, C � . . � � �l� 2 �- zl � t� �� � ����°� � � �� �. s -y�. G - �� . . . G � � r � � : � � � � �; No. I y i FEE V ` r COMMONWEALTH OFf,\-'b-`-..b'-'SAC1IUSETTS Board of Health, Barnstable MA APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to ConstructM Repair( ) Upgrade( Abandon( - &fomplete System ❑Individual Components Location 206 Turtleback Road _/ln Owner's Name Thomas&Cynthia Zubaty Map/Parcel# Map 63 Parcel 21 Address PO Box 1432,Sagamore Beach,MA 02562 Lot# Telephone# Installer's Name Designer's Name Bracken Engineering,Inc. Address °'f � Address 49 Herring Pond Rd.,Buzzards Bay,MA 02532 Telephone# , 6 _ r Telephone# 508-833-0070 Type of Building Single Family �e m j Lot Size 44,048 sq.ft. Dwelling-No.of Bedrooms 3 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.required) 330 GPD gpd Calculated design flow 330 GPD Design flow provided 334 gpd Plan: Date July 30,2014 Number of sheets I Revision Date Tide "Subsurface Sewage Disposal System in Barnstable,MA" Description of Soil(s) See Plan Soil Evaluator Form No. 11 Name of Soil Evaluator Darrin Meyer CSE#1614 Date o kft3 8/2012 P DESCRIPTION_OF REPAIRS OR ALTERATIONS DONALD ZG 4,0 GlSTER p / FSb NG�a � The undersigned afire s to install ove desc ' dividual Sewage Disposal System in accordance O E of TITLE 5 and further afire to o t place the m in o r until a Certificate of ompliance has been issued by th 'o of Health. + Signed D to Inspections FEE. COMMONWEALTZJW,�- -�SSACHUSETTS Board of Health, Barnstable M-A. APPLICATION FOP, DISPOSAL SYSTN CONSTRUCTION PERMIT Application for a Permit to Construct( Repair( ) Upgrade( Abandon( 4YComplete System J Individual Components Location 206 Turtleback Road rt,, -An, Owner's Name Thomas&Cynthia Zubaty Map/Parcel# Map 63 Parcel 21 Address PO Box 1432,Sagamore Beach,MA 02562 Lot# Telephone# Installer's Name IS r(:) L Designers Name D Bracken Engineering,Inc. Address rj Address 49 Herring Pond Rd.,Buzzards Bay,MA 02532 Telephone# Telephone# 508-833-0070 0 91��goo 41 2 Type of Building Single Family Dv g 44,048 Lot Size sq.ft. Type -No.of Bedrooms 3 Garbage grinder Other'Type of Building No.of persons Showers Cafeteria Other Fixtures GPD Design Flow (min.required) 330-gpd Calculated design flow 330 GPD Design flow provided 334 gpd Plan: Date July 30,2014 Number of sheets I Revision Date --.,Title "Subsurface Sewage Disposal System in Barnstable,MA" - D 'rl 1(s) See Plan s' Soil E, in No. 1 1 Name of Soil Evaluator Darrin Meyer CSE#1614Da ' q 8/2012 D NALD CA DESCRIPTIO-OFREPAIRS OR ALTERATIONS F. !9 -!# -74 113p, NAL The undersigned agres p to install the-Above desc ei�ftdividual Sewage Disposal System in a4 pr visions of TITLE 5.and �t further afire�s`M0 n.0. t lace&thljem in o r until a Certificate of Compliance has been issued by the Board of Health.- Sigried D Inspections C No. ON FEE COMMONWFALT14 Of MASSACHUSETTS Board of Health, CERTIFICATE OF COMPLIA CE Description of Work: Ll Individual Component(s) Ll Complete System The undersigned hereby certify at the Sewage Disposal System; Constructed Repaired Upgraded Abandoned by: -F C-�P I-�'c 2) at 0 T,7�cf *(.-c has been installed in accord-ance,with the proyisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. L/6 L(v - ') C 01 dated Approved Design Flow (gpd) Installer YWU 'F /I/ Designer: Inspector: / /*/5MW D t,: The issuance of this permit shall not be construed as a guarantee that the system IVIR function as designed. No. 0 FEE COMMONWEALTSAC14USETTS Board of Hej�alth,I?-rjv� MA.DISPOSAL SYSTEM-CONSTRUCTION PERMIT Permission is hereby granted to; Construct �-�epair�( ) Upgrade Abandon an individual sewage disposal system at T/rq/., I J as described in the application for Disposal System Construction Permit No. 0 dated Y Provided: Construction shall be completed within three years of the date of t is p i 1 All lot conrd* must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date (p- Board of Health Town of Barnstable P,,oE1HE "c Regulatory Services Thomas F. Geller,Director BARMSTABU6 • MASS. g Public Health Division i639• �� °Teo rN►'�'` Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form • 1�—2-3 -;2v�i. Sewage Permit# 2 d/�/ A-s Assessor's Map\ParcelClc 3 Date. / g bki�C�V � Designer: Installer: erg; ` �v�� !pW Address: �07 S Address: C ter S' 4 On �_=2c�i was issued a permit to install a (date) (installer) septic system at 2 O "Tie"V lie lfc-G/G QOK based on a design drawn by (address) dated (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. 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 vertica1relocation of any component of the sep 'c ystem)buyq acc rdance with State & Local Re lations. Plan revision or certifie b t by de gn ollow. �K OF �4s J,4 ZACHARY L. �yc BASINSKI `n CIVIL y stall 's Signature) 0.47797� FSS��NA �Nv e i er's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNM BOTH THIS FORM AND AS-BUILT CARD .ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. i Q:Health/Septic/Designer Certification Form 3-26-04.doc j i Town of BArustable. P# Sys Department of Regulatory Services ' Public 11ealth Division Bate�AAr HAS& E I _ nrn.98. 1639. �' t,Hy 200 Main Street, MA 02601 rED MA't�' i Date Scheduled �� ' Time Fee Pd. t✓ $o l Suitability Assessme�at��� S'��v� P15isposa l Performed By:_ c�>e"�@rt+,� U'"' ���, ! Witnessed By: �'s J LOCATION & GENER ' {O ATION Location Address i Owner's Name 2 l � Address �2 N Assessor's Map/P jrcel: �Q I Engineer's Name 01VV'it.4A,. NEW CONSIRU#JON REPAIR Telephone# Land Use �� d. t� D�� !':� Slopes(%*) �) s Surface Stones Distances from: . Open Water Body ft Possible Wee Area° ft Drinking Water Well ft T)rainage Way �° ft Property Line `� ft Other ft • I SKETCH:(Street name,dimensioriS of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) • - I q 74 143 /\.! . - I i Parent material(gedlbgic) �� � �'°°"�Id��� Depth to Bedrock p� A I � Depth to Grroundwater. Standing Water in Hole:" � � I Weeping from Pit Fgpe A l i Estimated Seasonal High Groundwater DtTE ATION FOR SEASONAL HIGii WATER T"LE Method u5ea A. Depth dbperved standing in obs.hole: _ ___In. Depth td sgll mOttles: In. Depth[omeeping from side of obs.hole: i in. aroundwater AdJustment Index Well#_ Reading Date Index Well Iev6l '.� e-._ Adj 1&of—..—. — Adf,GroundwaterLzvel.— PERCOLATION TEST . Ditte _.. Tlme- J� n Observation " ' Hole# Time at 9" d ' Depth of Pereg d Time at fi'° Start Pre-soak Time"@ �' Time(9"-611) End Pre-soak 12ate Min./Inch 2. ; Site Suitability Assessment: Site Passed Site Failed; Additional Testing Needed(YIN) ` tnal:•Public I=41th Division Observation Hole Data To Be Completed on Back------ i `If percoiatibn test is to be coed*,acted within 100' of wetland,.-you must first notify the arnstable. C4riservatien.Di'ision at least one (1) week prioi-to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color: Soil " Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven A. 81 � B� W B fil �'""•' III'����p" . at 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) At I It 01 DEEP OBSERVATION DOLE LOG Bole# ' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,9'o Grav el) 14 (, 1 a y a �. ° A:� ik 'Xo raw 1' �1'14 . 'D ft 'dr� "��p 1 I �" '�1�- I �,tl� � a e Fy�,, i , ,�' JV " DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Strut re,Stones,Boulders. Consistency, Gravel) �I 1,Ids, � p u a /__Kv 641 Flood Insurance][late Map: - Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes :7 Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviol material exist in all areas observed throughout the area proposed for the soil absorption system? —��d—�i� _ If not,what is the depth of naturally occurring pArvious material? Certification 0 ' I certify that on ` � (date)I have passed the soil evaluator examination approved by the Department of Enviro mental Protection and that the above analysis was performed by me consistent with the required.t(rain't ,experti a and experience described in 3:10 CNM 15.017 Signature ,- -1' �� � Date H ip, IV l n.cvn-ri.wnvn rvnnax nnr� • • I r '• 1' i i • • • •' / DRAWING . • 1 11� • • 1' • • I r '1 i 1 • • • • • • FOUNDATION PLAN (D • • • IST FLOORPLAN FRONT ELEVATION © Ln • REAR • • ELEVATIONLEFT - ELEVATION • • • CROSS SECTIONm ®jCROSS SECTIONSm • Ln WIN. I DOOR SCFEDULES . • • • • ELECTRICAL PLAN IIST FL. �.� CARPET FLOORPLANy • • • 1 . • • . 1 i • m . • 1 . • • . 1 1 . m ux • 1 . • • . 1 1 • ® = ac ii.■�■_��.�r�s■r■..�■r■rl.�■r/.s■.■1■.s■r/.s■r/rs■r■rl.�■r/.s■r-���■\ oil Bill �■..�■�■..�■�■..�■�A.�■�■..�■=�■..1.■CIA.I.■�■.�■��.�■�A.�■�/..1.■�A.�■rAA — .�r■..�■r■..�■r■..�■r/..�■r■..�■r/.�� �� ����—'L�.■r■..�■r/..�■r■..�■r■..�■r/..�■ram • — 111 ■I■I■ — — ■I■I■ ■I■I■ — :�_ MINI■I MI■I■i � __ —_ -- . ■I■I■ ■I■I■ _ _ ON SIR !-1 �_ ■ICI■l'I■I�I�i = = ' I■■IS ' ' �I■I� � _ ' ■I■I■ ■I■I■ _ _ - 1111 MINI■ - = e MINIM mini� r ` 24' S' 6-2" 14, 1 0' Z O 7'-1 01/2" • 16 1 12" 5' S Q uj LD LD t! 2)Pi 2 X 1Z w Z - - - - - - - - - - O O w W � � TOP OF 5ONO TUBE5-M. . O p o EnsEMEN.wINDOw N El l-BEAM �- BASEME: WINDOW Z Lu —J — __ __ >5TE _ — —J L, — 13 WIDE/7 HIGH/5 DEEP — Z BEAM POCKET I Q DROP 4'-O" I '. Q Z II I o 0 II Iz w w II I � to „• „' 1 2'-2 1/2" 3 V2"CONCRETE FILLED I r x 15 STEEL F.A.I-BEAM l��I' LOLLY COLUMNS n 36`x 36'X12"POURED UP I Z mn `I CONCRETE LALLY COLUMN PAD ) ' I ® a ._ oJ� — — — — — — — — — — — — ELECTRIC I In ? �Om DROP �1 U .... .. ....: - -- V w - - - - - - - - - - - - mZ � I O CO FULL HEIGHT GARAGE FOUNDATION W W 12 1 1'-6' We 1 1'-8" I C 15T: I I I DO FURNACE/BOILER nl BEAM POCKET: HOT �W8xS5TEEL1-BEAM 6"WIDE/THIGH/5`DEEP I T.O.F. I I Q ZO j GRADES I I Q- O j Lu N 16"X10"CONi1NU0U5 I I SUMP PUMP O (n ~ > CONCRETE FOOTING I Z w 4"POURED CONCRETE 5LA8 I A/C PAD w -� Q z CONCRETE FOV D DROPS CONCRETE FOUNDATION CHECK BIBLE I I M �--� z O v - - - - - - - I 5P 5LEEVE HEIGHT I- - ` - - - - - - - - I I Q 0 j H m I FULL HEIGHT DA5EMENT I I 2"FORMINFOOTING-WATER co I I I o Z m � DROP 4'-0" -3" 6-6' 6- " LU � BEAM POCKET: I2)PT 2X10'e -t. I _ 1 ' �� DROPDOWN- PATE. - 9"WIDE/7'H16H/5'DEEP - _ _ _ _ _ _ _ _ _ — _ — _ _ _ = �1 = co I I �"' In 5/12/14 BEAM POCKET: 14"CONCRETE FILLED 50NO TUBE5 f N /' V O / r TID GA5 1 16"W DE/7 HIGH/5 UEEP I I I ` ` �VV I I i.�i W5x155TEEL I-BEAM I I I ( r Q DRAWN BY N TOP OF 50NO TUBES-??? Q �..— JJM - - - - - - - - - - - ? SHEET# — — — — — — — — — — — — — — — — — — — — — — — 0 w w 15' 12'-&' 19, 24' F 2* 00 7a-B" 3T-2" 1 4' 1 0 ' Z 8-6 5 8-2 14 10 O CJ w 4'-2° 'u0'ti 4'-2" 4' 3'-67/8" 3'-51/8"31'-3'-5 1 15'T,3'-O 7/5 " 5 5' ¢ Lu J ¢ f w Z O O DC H W 21' 8" x 10'-011 ECK w a cc DC v a DINETTE ;; o w b (HRDWD) 5 O Lu Lu (D (n w z Q LL > 3q' 346'i2 12-2 " 306's2 122 -- Z W z HALL N 0 z \ (HRDWD) ¢ N o O a L�MASTER BEDROOM I r 9-6 (CRPi) GREAT ROOM - (CRC z W `D 5'-0 3/4" 4'31/4".< - — — — — — — — —I in VAULTED CEILING - H ;D4A FIF" y R _ Slop cdld = N - O hradmr F- t Q - KITCHEN �, w o I I ATH 2 B- - -11 vz - 3'9' 7 71/2" ZHRDWD( ) a z� F _ : _ - - nLE N - _ 2853 \2665 V VOP T.LOOKING NE CA. _T:�OK:NG LiN= _ ( ) - y y QnIWOOD FLOORING LINE D FLOORING LINE G` CO ACU7ZJ CAPELLA v + 'z U�m NO ¢W.I.C. ED CEILING LINE 2865 u J z • Q.-. N MASTER B (cRPn FLAT CEILWG LINE u =� m - (TILE) IB1 3'-1'• i 0-51/z" U _ LADJE2 2AN!NG w 2 2 ® 0 mZ � (2)SNDS(1)JACK W d N I s P E O W I.C./L[7. RY - _ aas=r - Q � r (TI 1 I 1 I It " '6tl FOYER ( DORMER O 7' g•2^ N HRDWD DINING i OOM I I ( a C) m w 5 O CO (HRDWP) I I O O O HD Z Lu N BEDROOM#2 " 2D� O 2 CMROOUWLND I&NGN E-CCKH AIR RA34ILf ZIIII L~=u (CRPT) awe GE o 5'-21/2" 3-4"�3-21/2 1/510ELITE5 VER5ALAM ° COLUMN 6. P05T „n��C J ZvO`n HzCOVERED FO CNBEDROOM#3/5TUDY o (C� r cc uj & -- DATE:L 2 LL2CAKGAP, 5/12/14 oI Q DRAWN BYu CROWN&NECK MOUD � �}— JJM SHEET # T-6" 7'-0. 6'-4"— 6-4" 2'-1 O' 3'-1 1/2" 6'-8" 6-41/2" 6 5 1 2' 6 O w 1 5' 1 2'-U' 5'-i 1 1/2" 1 3'-O 1/2" 24' w H 7C-8" 3 . 00 . LOCUS Map Scale: 1" = 600' LL ROAD AP 046 0 PARCEL 104 7; DRYWELL DETAIL SOIL LOGS N NOT TO SCALE TP N0. 1 TP N0. 2 GRATE INSERT GIRD. EL. 90.5 GIRD. EL. 91.25 W E PROTECT WITH FILTER FABRIC GW. EL. NODE TO 79.0 GW. EL. NONE TO 79.8 ,¢1178 TURTLEBACK ROAD UNTIL CONSTRUCTION IS COMPLETE 0„ " A 90,5 0 A 91.25 MAP 046 PARCEL 103 -9 --- ---- SANDY LOAM SANDY LOAM _.....- „ 10YR 4/2 895 12" 10YR 4/2 QQ S LAWN PITCH DRIVEWAY TOWARD DRYWELL 1L B s. 90.25 o SANDY 5/6M SANDY 5/6M ,. `u ,I 36" 87.5 36" 88.25 . 8 0 2 GRAVEL tF 70 \ 6 Cl Ct ::......:.. r , SANDY LOAM SANDY LOAM TUFT "' IJ 00 ----- 9C1`- 0 � TO 1 WASHED STONE 2.5Y 6 6 2.5Y 6/6 �F6 ' " / " 2 so , I o r 52 86.2 50 87.09 PERFORATED 24" DIA. Qp a cz c2 9p 1 o A.D.S. PIPE MEDIUM SAND MEDIUM SAND 2.5Y 7/2 2.5Y 7/4 z ° 'FILTER FABRIC ON TOP and SIDES 138" 79.0 138" 79.75 ✓ --_ �\ j of III (MIRAFI 140N or EQUAL) NO WATER NO WATER /Q�E� � - _„ \ r NO MOTTLES NO MOTTLES CBDH t!� FOUND NOTE: T CONTRACTOR TO EXCAVATE TP N0. 3 TP N0. 4 �TJ ___. _,� ¢¢,(4 S.� "`�r' -_ \ \ w 2' 2' 2' DOWN TO THE SAND LAYER. GIRD. EL. 92.5 GIRD. EL. 93.1 -'� ! i \ wo o_ 6+f EXISTING SOIL CONDITIONS MAY GW. EL. NONIE TO 82.5 GW. EL. NONE TO 83.1 -So'- �\ \ \o_ DICTATE DEEPER EXCAVATION. 0'l A 92,5 0" A 93.10 Notes SANDY LOAM SANDY LOAM 6" 10 a 4/2 92.0 6" 10 a 4/2 92.60 1. BENCHMARK: ELEVATION = 82.66 (ASSUMED) �g \ SANDY LOAM SANDY LOAM CATCH BASIN #15 HAZEL PATH „ 1oYR 6/6 „ 10YR 5/5 2. ALL CONSTRUCTION METHODS AND MATERIALS TO 4,= 34 89.67 33 90.35 f t � MAP 063 PARCEL 021 Cfl Ct CONFORM TO TITLE V AND THE TOWN OF BARNSTABLE FJ COARSE: SAND COARSE SAND BOARD OF HEALTH REGULATIONS. 2.5Y 6/6 2.5Y 6/6 88.5 48" 48" 89.10 C2 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH �O•o - '' MEDIUM2SAND MEDIUM SAND MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER 2.5Y 7/4 TO LOCATE THEM ONCE BURIED. �� �(� r 2.5Y 7/4 �G 9 120" 82.5 120" 83.10 NO WATER NO WATER 4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE 1500 GALLON DESIGN ENGINEER AND BOARD OF HEALTH. MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE % PROPOSED O �Oda► G �e f0 5� NO MOTTLES NO MOIRES ,, cv ,-o O� F / SEPTIC TANK PROPOSED GAS SERVICE a L O� _ DATE PERFORMED: 09/18/2012 5. ALL JOINTS AND COVERS TO BE WATERTIGHT. • SOIL EVALUATOR: DARREN M. MEYER CSE #1614 ® 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WITNESSED BY: DAVID STANTON, BARNSTABLE HEALTH DEPT VERIFYING THE ACTUAL LOCATION OF ANY EXISTING - F� g� \ __,. PROPOSED (3) BEDROOM UTILITIES. PERC. DATE: < 2 MPI P �a r. SOIL ABSORPTION SYSTEM d0P�� 4 $ O. D� SOIL CLASS: CLASS I 7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED �34 ��,R� - -�0 � 0 r N RESERVE AREA MAX. GROUND WATER ELEV.: < 79.0 PRIOR TO BACKFILLING SYSTEM. METHOD OF DETERMINATION: NO GROUNDWATER OBSERVED / 8. OWNER/APPLICANT ACCESS/INSPECTION PORT PER;C RATE <2 MIN/IN. (Cl HORIZON IN TP-3, ELEV 88.0) 1 NO GROUNDWATER OBSERVED TH'OMAS M. ZUBATY and CYNTHIA G. ZUBATY / 90 P.0 BOX 1432 SITE BENCHMARK: --�- -1 PROPOSED VENT NOTE: SAGAMORE BEACH, MA 02562 PROPOSED CATCH BASIN p � SEE SOIL SU'IITABILITY ASSESSMENT FOR SEWAGE DISPOSAL 9. DEED REF: CERT #198522 (DOC #1204696) ELEVATION: 82.66 (ASSUMED) � �.�� ' ,. /� FORM SIGNED BY DARREN MEYER and DATED 11/20/12. DRYWELL &T -2 ,,.. i RIM 88.5 mil. 10. PLAN REFERENCE: LCC #30751-F (LOT 342) A c^ r, N 90 11. THE DESIGN IS INTENDED TO MEET TITLE V AND OTHER J�TP-3 DESIGN CALCULATIONS GAPPLICABLE UARANTEE REQUIREMENT THE S. N IDNSTANOT AS f �TP-4 '' �. DESIGNED, NOR DOES THIS PLAN GUARANTEE THE i SOIL TEXTURAL CLASS: CLASS I OPERATION OF THE SYSTEM. PROPOSED WATER SERVICE O 92 � I'FK, � f +� PERC. RATE: <2 MINUTES/INCH - � O � 12. THIS SYSTEM 1S NOT DESIGNED NOR INTENDED FOR USE �H OF MA PROPOSED 10 / ��, h NO. OF BEDROOMS: 3 WITH A GARBAGE GRINDER. W E _ rd?-- 94 DESIGN FLOW REQUIRED: 330 GPD 13. THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP G \ !� _�° ALAN M. 00, `� �- � �Y/ SEPTIC TANK REQUIRED: 1500 GALLONS THE SEPTIC TANK AT LEAST ONCE EVERY THREE A 0 GRADY -' , NO.37732 �' SEPTIC TANK PROVIDED: 1500 GALLONS YEARS. �STfc�F.J�(i \ L=6 .83 P 14. LOCUS DOES FALL PROTECTION AREA. WITHIN A ZONE II WELLHEAD \\ + LEACHING .SYSTEM: l O TONAL o y R=40.0� 9' WIDE x 32' LONG x 2' DEEP LEACHING SYSTEM 15. LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD ' TH OF R,�R BOTTOM AREA= 288 S.F. HAZARD ZONE. V P�1-1N SCALE PROPOSED ELECTRIC SERVICE �+ Ss9 16. LOCUS DOES FALL WITHIN THE NATURAL HERITAGE and Ci o SIDEWALL AREA= 164 S.F. �� DONALD tiG ENDANGERED SPECIES PROGRAM (NHESP) AREAS OF S F, 0 TOTAL= 452 S.F. 0 4 0 6 12 18 24 35 60 90 v 8 CKE „0 0.3 1 4 LOADING RATE = 0.74 GPD/SF ESTIMATED HABITATS OF RARE WILDLIFE. :, ,.... FLOW PROVIDED: 334 GPD i inch 30 feet Ssi ON NG 4 20' MIN. T.O.F.= 90.0 10' MIN. 24" DIA. COVER TO GRADE SEE SITE PLAN 10' MIN. Prepared By: COVER TO BE SECURELY FASTENED FOR RISER LOCATION z F. .= TO PREVENT UNAUTHORIZED ENTRY MIN. 2% SLOPE CAST IRON FRAME J ]KEN F.G.=89.Of OVER S.A.S. AND COVER TO GRADE of F.G.=90.5t INV.= 87.10 12" MIN. 12" MAX. F.G.= 90.0f (MAX. 88.0t 36" MAX. DEPTH FIRST 2' 12" MIN. RISER VENT CHAMBERS 49 HERRING POND ROAD 19 OLD SOUTH ROAD SET LEVEL WITHIN 6" WITH CHARCOAL FILTER BUZZARDS BAY, MA 02532 NANTUCKET, MA 02554 4' SCH. 40 P.V.C. S=1.00� MIN. 36" MAX. 87.00 (tel) 508.833.0070 (tel) 508.325.0044 4" SCH. 40 P.V.C. LIQUID LEVEL _ 4" SCH. 40 P.V.C. .. .. TOP = _ (SEE PLAN) FILTER FABRIC S=2.00% MIN. 10 MIN. (27 L.F. a a o o IINV. _ $6.00 (fax)508.833.2282 www.brackeneng.com �l S=1.00�MIN. 1 A1oo � INv.=86.55 ,�,°,°°°� o°°°° 0 0 0 0 0 INV.= 86.10 ° aaaoo INV.= 86.80 4' MIN. ZABEL FILTER °p °°°° o 0 0 0 0 W/SUPPORT LEG INV.= 86.27 ' B0T•= S4.00 SUBSURFACE SEWAGE DISPOSAL PLAN (SEE MANF. INST.) 2.1 INV.= 86.00 - -�-F- 4.8' •T• 2.1' 9 °, 3/4" TO 1 1/2" DOUBLE IN BARNSTABLE, MASSACHUSETTS 0.07000 0,° 00° 0,0 00° 0,0 00° 0,0 010 0,0 0.0 0,0 0.0 0,0 PROPOSED SOIL ABSORPTION SYSTEM WASHED STONE PROPOSED DISTRIBUTION BOX 3 500 GALLON CONCRETE Prepared For: 6" COMPACTED STONE BASE \ PRE-CAST WATERTIGHT LEACHING CHAMBERS 5' MIIJI. LONG BUILT HOMES ON COMPACTED SUBGRADE (TYP.) PROPOSED 1500 GALLON PRE-CAST H-10 LOADING, H-20 IF SUBJECT TO TRAFFIC (4.8'W x 8.5'L x 24" INVERT) SEPTIC TANK-WATERTIGHT NOTE: 12"6MI MINK SIDUMP DIM. TOTAL EFFECTIVE LEACHING AREA: #206 TURTLEBACK ROAD H-10 LOADING, H-20 IF SUBJECT TO TRAFFIC ALL SYSTEM COMPONENTS TO BE TANK TO BE EMBOSSED WITH „ 9.0' WIDE x 32.0' LONG x 2' DEEP MARKED WITH MAGNETIC MARKING TAPE. ASTM STANDARD C 1227-93 SEAL H-10 LOADING, H-20 IF NONE to 79.0 MAP 063 PARCEL 021 SUBJECT TO TRAFFIC LOADING Date: Drawn: Checked: Job No: Sheet: JULY 30, 2014 RMM/DLH I ZLIR/AMG 0485-004 1 of 1 i' -T