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HomeMy WebLinkAbout0171 OLD CRAIGVILLE ROAD - Health 7 Old Craigville Road r: Ny1?3iI11S A- 248-145 w v t�� t X r 4 1 Nail in 2 Ft. oak 95 (AssuMed)` 9s �ry 100.00' _ N87`52' 97.61 9 00 O 2'30° E - W GPL' \ sto'ka Fence, 86.52' O 1pp�1K ZO — 97.97 — - 73' �, z (ABANDON PER TITLE 5) - -� 98.13}' TP-1�' 22TP-2 O LEACHPIT TO BE PROP. hed II2 DAK N PUMPED, SANDFILLED - $A S,,.i D-BOX ) 9 L ®% �' CRUSHED `�✓/ GPS/ ___- ___- A `���j O 1 UPROPOSED O 98,0i� W 1 _= 9 FARCE -� (�! SEPTIC TANK I 297.56 p I / ___ q -7 ___ 248./ o {I __ I �98.47 - -_ x - ne 97.61 cb / 253 ==- AREA=.8 97.10 N 7 $ewer / / TH7 98,9 gated 95,62 P 30.4 ,� 48•)• _ Deck T,55L'r^ed) 0utlet• 197.36 Ci S p p• __=-- TH2 try — G Q 30.4 N 97.71 EXISTING D0179 5-7 � BENCHMARK: �H�usE x 96.64 VENT pF-98'6z 97.59 ;✓ � SLAB ELEV.=35.24' (GIST) 97.93 6 E 8. W r <apPrcx•) 8_ O x water Svc,(ap W---. toN 1 `. UPOLE t' 7.40 �! exls "g..� r ''4 W ry 49 ^� w _ 6 97.62 -71 00 x 9613 96.14 9 .ix V,'(6 97.21 �y,� ��� \ K chi �c 97,09 ` \y:11- 6.7 ePw. r CIO fie, UP 113.2 3 44u W 4f 96.5$ 51"E \ \ UPOLE N� 92197 LOCAL EMENTS PucaeLE N 81 GRAPHIC SCALE PRIOR AND THE 1 23' 1 so 0 15 30 so —' l58 nea F---------�16.� ERING DESIGN w i PROP, S.A.S. pommmm i ,� N - h ( IN FEET ) f' 1 inch = 30 ft. RE OF 3 r- OF he TOWN OF BARNS TALE LOCATION C PtQ;,,V,_1 P SEWAGE# VILLAGE ASSSSOR'S MAP&PARCEL I 2 � INSTALLER'S NAME&PHONE NO. I C-D SEPTIC TANK CAPACITY /6 G a C� LEACHING FACILITY:(type) 7 (size) NO.OF BEDROOMS OWNER &k,41 h' O PERMIT DATE: O 77 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility i 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 leachin facili ) Feet FURNISHED BY AGS' c� Ep� na p t4 � .Z ® - ,e00 - Cry 7� No. Fee THE COMMONWEALTH OF MASSACMUSETTS Entered in computer: PUBLIC HEALTH DIVISION,-TOWN OF BARNSTABLE, MASSACHUSETTS YeS ftPrication for Misposal *pstrm Construction i3ermit Application for a Permit to Construct( ) Repair Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No/71(?4d u. /��� Owner' Name,Address,and Tel.No. Assessor's Map/Parcel ` 11Pet-r-A X 4,vi 14� ' Avtv. I ller' Name,Adc�ess, d Tel.No. Designals e,A�ridre�d Tel. Type of Building:Dwelling No.No.of Bedrooms Lot Size —sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ',ll Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets ` ;iv C.�L Revision Date Title Size of Septic Tank �,W Type of S.A.S. Description of Soil a ���' Nature of Repairs or Alterations(Answer when app(cable) 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 andLnoplace the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sited Date Aodljo Application Approved by r Date Application Disapproved by Date for the following reasons Permit No. �p Date Issued v No. �/V Fee _ THE COMMONWEALTH OF MASSAG-, es HUSETTS Entered in computer: Y 1r PUBLIC HEALTH DIVISION -TOWN,OF BARNSTABLE, MASSACHUSETTS h ` ftpYication for isposal Opstem Construction i3ermit A lication for a Permit to Construct Re airy U' a& Abandon "PP ( ) p pgr ( ( ) ❑Complete System ❑Individual Components Location Address or Lot No/7/9%j //,Iljjl e Owner' Name,Address,and Tel.No., Assessor's Map/Parcel y Ins ller Name,Address,and Tel.No.� ���V��-Y� Desig e' `armye�Adds d Tez� Type of Building: �i Dwelling No.of Bedrooms Lot Size �S _ D sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Desigu_Flow(min.required) V gpd 'Design flow provided gpd Plan Date Number of sheets ��y� Revision Date 1�}. Title_11ZOevle l Size of Septic Tank3 +/.R Type of S.A.S. (//e Description of Soil Iva A"Ad e-C,Q e 2-' Nature of Repairs or Alterations(Answer when app(cable) 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 notto place the system in operation until a Certificate of Compliance has been issued by this Board of Health. \s Signed Date 10eJ4 Application Approved by -S Date Application Disapproved by Date s for the following reasons Permit No. 1 — 3 p Date Issued W 4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIF ,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded(,x) Abandoned r( at / a�C ��/Cj e P � has been constructed'in accordance with the provisions of Title 5 and the for — �� p e o Disposal System Construction Permit No. �� 3 dated Installer Designer #bedrooms Approved design flow 3 3 gpd The issuance of this permit hallll�not be construed as a guarantee that the system widMh tion adesigned Date a� t1�f i Inspector No. Fee (�'v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS 30isposal bpstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at 1 Z,71W G1��/�i Ur��y and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit'^ Date ( ~ d 7 Approved by r t Town of Barnstable °F1HE r Regulatory Services ti Thomas F. Geiler, Director w w w " ASS.MASS. ' - Public Health Division y M 163q. 10� °lEn ter" Thomas McKean, Director 200 Main Street; Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 14-5-65 Sewage Permit# 90 D - Assessor's Map/Parcel ' t¢� Installer& Designer Certification Form Designer: Installer: fiad3l: 1-/Sl�ev- Address: ��►'nwi't!¢, it- Address• �►nk/ , a, On �-�-�j �� i was issued a permit to install a (date) /�(i talle septic system at 171 ld�i� t l'� v ��-P _%A based on a design drawn by (ad ess) dated A/2 4-69 (designer) 'J certify that the septic system referenced above was installed substantially according to ? he design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. .Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. H OF Mgssq DAVID cy�s <(k1stalle s Signature) 0 D. FLAHERT` , JR. U No. 1211 ` O/sTEa�� s (Designer's SignatuM A-, (Affix Des p er ) 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. gAoffice forms\designercertification form.doc - r Town of Barnstable Department of Regulatory Services Public Health Division Date 1L)/),t/11Y5 200 Main Street,Hyannis MA 02601 Date Scheduled �� TimeLLT Fee Pd. l GU Soil Suitability Assessment for Sewage isposal S���zr ` Performed By: Witnessed By: tiv: LOCATION&GENERAL INFORMAT ON 0 �vl� ✓Location Address / ��t U ?� Owner's Namep� Address / ����GG�`tiy t1,1�e �d u Assessor's Map/Parcel: ( `T� Engineer's Name cs �Q✓G 64, — 4!3 e 6— c5 G NEW CONSTRUCTION REPAIR Telephone# of .SZ 7— •36 O� Land Use � i / Slopes(g'o) Z U Surface Stones Distances from: Open Water Body ft Possible Wet Area y14- ft Drinking Water Well Drainage Way ft Property Line ft Other ! f ft J� SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 21 / a �1 L 3 Parent material(geologic)G' Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Q Estimated Seasonal High Groundwater ��2 �/►fU Gl`�� `�LI/�lzli-� DETERIUNATION FOR SEASONAL HIGH WATER TABLE Method ed: --- th Observed standing in obs. in, th to call mottles: Depth to ing from side of obs.hole: in. ©tou r Ad)ustment ._. Ft. Index Well# Reading Date: Index Well evel..�, Adl,factor Adj.Groundwater lAvp — PERCOLATION TEST bete ZIZQ00 Time 4P/I Observation ,2 0J�Y1_ �Hole# / / Time at 9" Depth of Perc �(9 Time at 6" Start Pre-soak Time @ �'03_ '1`ime(9"-6") s End Pre-soak ,l, Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) ND 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:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE 'LOG Hole# � Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) tMunsell) Mottling (Structure,Stones,Boulders. Con istency.% ravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% ravel 4o 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) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sail Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. onsi ten t Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes ._._ Within 500 year boundary No= Yes Within 100 year flood boundary No_ Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? �;/A If not,what is the depth of naturally occurring 1pry ious maCerial?,.._,.- Certification I certify that on /9`S (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 pe sea ex nce described in 310 CMR 15.017. Signature Date! f Q:\,SEPTICIPERCFORM.DOC l_ FIRST FLOOR PLAN' rk' HYANNIS rsr v Mq�N p KITCHEN S r � FF LOCUS �T o �ppg LIVINGROOM p PATIO 0� COV. PORC N PARCEL ID: PARCEL ID: o PARCEL ID: 248/1�48 248/147 GAP 248/235 °moo PARCEL ID: - 248/234 AN 100.00' N87'52'30"E LOCUS MAP 165.01' , W ���. ►° ► , // LOCUS INFORMATION 86.52 �p PNK ZO \ — / PLAN REF: 380/12 Z (ABANDON PER TITLE 5) TR�M / TITLE REF: 8369/159 O LEACHPIT WO BE 0 =______ / _ { PARCEL ID: MAP 248 PAR. 145 IN STATE ZONE II o O PUMPED, SA CR(SHED&/�� -_- ___ ,O / N ZONE: "RB" "WELLHEAD PROTECTION ZONE" (WP) FLOOD ZONE: "C" W 1 `�/ GP,r7 '9 p PARCEL ID: /// COMMUNITY PANEL: 250001-0008-D DATED:07/02/92 I #1 71 248/145 AREA=.81 ACRES // / SEPTIC SYSTEM 25 ' / / ___ REPAIR PLAN Gps 304 ,� 4g�, -_ _ ��,°'� // LOCATED AT: Q 30.4 ,N ,/ O /� #171 OLD CRAIGVILLE ROAD � 53.11 BENCHMARK- P / HYANNIS MA. VENT 8 / ' SLABELEVK=35.24' (GIS±) // 0 // PREPARED FOR �; S' 4' W � � // ,/ STEVEN H . & JOY F UPOLE // KULLBERG NOVEMBER 24, 2009 / �\ 0 ('� // o� DAVID O �/ �J / � �o� EDWARD PARCEL ID: ��9� \yam / �Q / FLAHE o A. / o. 211 STO / a No 2 �o 248/144-001 / E ITAR S75 4g,5� IdPOLE 92.l g' W a E. A. S. / SURVEY, INC. 141 ROUTE 6A GRAPHIC SCALE SALT POND BUILDING 30 0 15 30 60 120 P.O. BOX 1729 SANDWICH, MA. 02563 f - ( IN FEET ) BUS:(508)888-3619 FAX:(508)888-2496 1 inch = 30 ft. - SHEET 1 OF 2 J 1207 PROFILE OF 2" LAYER OF 2" VENT 1 8" - / TOP OF SLAB �• � 4" SCHEDULE 40 P.V.C. '� 1/ .:` EL=35.24' WASHED STONE MIN. PITCH 1/8" PER FOOT SEWAGE DISPOSAL SYSTEM ORFILTERFABRIC REQUIRED -- �0' MIN. - � (NOT TO SCALE) EL 33.4 FG = - E - L 30 FG EL 30 4 :., ,,,,,,,,,,,,,,,,,,,,,,......, ,..,,.,,...,...,.....,..,,. 6 MAX..,......,,.,,.::...,,,;.;::,,.,.,,,.,.., _ - �, FG EL FG EL- 30.2 6" MAX. CONC. � �:: :.; ;;�:.,..,, ........ii� : . . ;: :: ;;;; :r::a:;r:: ;;;;;;;;;;,,,,,,,,,,,,,,,,,,,,,,,,,,,, RISER & INVERT 3.7'f EL= 32.7 EL= 26.37 CLEAN SAND FILL LEVEL 3.6'f 3.5't TIE COVER FOR 2' PER 310 CMR 15.255 ENDS EXISTING PIPE 26' S= .18 -J 5:0' S=.01 { EL= 26.7 { { FLOW LINE INVERT INVERT IL 10" 14" INVERT INVERT INVERT 12" Er�(EXIST.) EL=31.6' MIN. ADD EL= 31.4 EL= 26.6' 6" SUMP EL=26.42' I' �8" EL= 25.7 4 GAS 6" BASE OF MECHANICALLY BAFFLE COMPACTED SAND I PROP. D63 32.0' DISTRIBUTION 24-QUICK 4 STANDARD INFILTRATORS EXISTING BOX W/ T (34"W X 481 X 12"H) EACH z M 1 ,000 GALLON TANK SOIL ABSORBTION (TRENCH FORMATION) � ^ (TO REMAIN) SYSTEM (S.A.S.) 8.5' X 32' ui I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT BOTTOM OF TH #1 ELEV.= 18.4' SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED (NO GROUND WATER) BY ME CONSISTENT WITH THE REQUIRED TRAINING,j EXPERTISE, AND EXPERIENCE GENERAL NOTES DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ARE ACCU VIN CC E WITH 310 CMR 15.100 THROUGH 15.107. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. DESIGN DATA: _2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE EDWARD A. STONE, CERTIFIED SOIL EVALUATOR #" ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING ; ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 2 3 BED. DESIGN 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE eGARBAGE ER OF BEDROOMS.........----�� NO CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE DISPOSAL.................-- - -- UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY TEST PIT RESULTS: P #12749 ESTIMATED FLOW MUST WITHSTAND H-20 LOADING. GAL./BR./DAY X 3 BR.) _ 330 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION SOIL TEST DATE: NOVEMBER 11, 2009 OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 330GPD X 200% = 660 GAL 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE B.O.H. AGENT: DAVID W. STANTON, R.S. USE EXIST. 1000 GAL. TANK OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. INSTALL: 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE SOIL EVALUATOR: EDWARD A. STONE OVER THE S.A.S. AND DISTRIBUTION BOX. 24 QUICK4 STANDARD INFILTRATORS (34"W X 48 L X 12 H) 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF AND BACKFILL WITH CLEAN SAND FILL PER 310 CMR 15.255 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE TH#1 E L.= 3 0.4 (P E R C @ 66 B 0 TTO M<2 M P I) THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND SOIL CLASSIFICATION................ LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER_ DESIGN PERCOLATION RATE..... <2-M-1 ,.-/LN 0 -16 FILL . 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 29.07 " " N A 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT / EFFLUENT LOADING RATE......... OF THE OUTLET PIPE. 28.57 16"-22" OEA LOAMY SAND 40rl*5'-j N/A ------ REQUIRED LEACHING CAPACITY.....330 GAL/PAY 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. 26.9 22"-42" B LOAMY SAND 10YR6 6 N/A LEACHING CAPACITY PROVIDED.....335 GAL DAY 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS / / BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 119.9 1 42"-126" C1 COARSE SAND l6 g W4 I N/A (3) ROWS OF (8)INFILTRATORS X 4.72 S.F./L.F. 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL / 18 4 126"-144" C2 MEDIUM SAND 25Y7/4 N/A ----- 96 L.F. X 4.72 S.F. L.F.= 453 S.F. BE LEVEL. NO GROUNDWATER NO MOTTLES 453 S.F. X .74 GPD./S.F.= 335 GPD 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW , AND APPROVAL. TH#2 EL.= 30.4 335 GPD PROVIDED - 330 GPD REQUIRED = 5 GPD RESERVE ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER 28.04 0"-24" FILL N/A ------ jN of Mgss9 jM OF AtISs1 CONSTRUCTION NOTES: ti �y SEPTIC SYSTEM DETAIL PAGE 28.07 24"-28" OEA LOAMY SAND tld�jfL�{j N/A ----- o DAVID � o EDWARD � 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND A NS- ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 26.76 28"-44" B LOAMY SAND 10YR6/6 N/A ----- FLAN TY, R. 0o. #171 OLD CRAIGVILLE ROAD STONE N WORK ON THE SITE. HYANNIS, MA. 19.9 44 -126 Cl COARSE SAND l.�/4, N/A 10% GRAV. � N 211 � No. 28 8 � 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 18.4 126"-144" C2 MEDIUM SAND 2.5Y7/4 N/A ----- 0 0- �F WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 0/ Tf- Fs / T NOVEMBER 24, 2009 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NO GROUNDWATER NO MOTTLES S"IN TAR\ L 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING SHEET 2 OF 2 J# 1207 TAPE OR A COMPARABLE MEANS. FIRST FLOOR PLAN HYANNIS t/1 0�p m KITCHEN �FFT LOCUS � N o O° LIVINGROOM Nn r T �p4ZZ PATIO Qrp O R m COV. ORC N PARCEL` ID: PARCEL ID: o PARCEL ID: 248/148 248/147 M GAP 248/235 0 PARCEL ID: 248/234 w 100.00' _ N87°52'30E LOCUS MAP P CO CA !' 165.01' // LOCUS INFORMATION ' / 86.52 0 �P� Z (ABANDON PER TITLE 5) 100�pr10 GQ�S / PLAN REF: 380/12 O LEACHPiT TO BE 0 / . I =__-_ // TITLE REF: 8369/159 P N PUMPED, SANDFILLED &/1 ___ ___ PARCEL ID: MAP 248 PAR. 145 IN STATE ZONE II O O CRUSHED _ // ZONE: "RB" "WELLHEAD PROTECTION ZONE" (WP) � �I ' `/ OJ _ __ -y FLOOD ZONE: "C" CI! D1� / Qy`� __ -___ 0 PARCEL ID; // COMMUNITY PANEL: 250001-0008-D DATED:07/02/92 SLAB == 248/ y' 10 =_ -=- / SEPTIC SYSTEM ;0- AREA=:�'BPS/ _- / �� S 81 ACRES REPAIR ASBUILT PLAN 0.,� LOCATED AT: - - - ��04 ° - �' // #171 OLD CRAIGVILLE ROAD HYANNIS, MA. 0�1�9 ` f I I // �Q / PREPARED FOR N°0s� I W ' ' STEVEN H. & JOY S-, o W � � /' � / F CO ,�� ,� ���1 UPOLE / �, ,/ KULLBERG �y-\\ DECEMBER 8, 2009 BENCHMARK: / SLAB ELEV.=35.24' (GIS±) \ ``o tx Q` /P'�F� ��H OF MgsS ��ZH Mgss Oa Cj /' �o�� EDWARD yGN�� D A y / A. PARCEL ID: �` \ \� / O /' ° STON `p F HE 248/144-001 \ \ \ /' O� / No. � o S75 49, SJ t�POLE / . 92,1 9, W E. A. S. SURVEY, INC. 141 ROUTE 6A GRAPHIC SCALE SALT POND BUILDING so ° 's ao so f 120 P.O. BOX 1729SANDWICH, MA. 02563 ( IN FEET ) BUS:(508)888-3619 FAX:(508)888-2496 1 inch = 30 ft. SHEET 1 OF 2 J 1207A 2" LAYER OF TOP OF SLAB PROFILE OF 1/8" - 1/2" VENT 4" SCHEDULE 40 P.V.C. }SEWAGE DISPOSAL SYSTEM ORS FILTER TABRIC OBSERVATION REQUIRED EL=35.24' MIN. PITCH 1/8" PER FOOT 10' MIN. (NOT TO SCALE) PORT W/SCREWCAP . . EL= 33.4 FG = ......,,,,.�,,,.,,,., „ EL 30.6 Il FG EL= 30.0 %..::...::� FG 6 MAX. ........,,,, ,..,.,;,;, - 29.4 - 6" MAX. CONC. i RISER & INVERT 3.3't EL= 26.37 CLEAN SAND FILL EL= 32.7 COVER LEVEL I 3.0't 2.Tf TIE EXISTING PIPE 12' S= .40 FORiI t PER 310 CMR 15.255 ENDS FLOW LINE "� 5:0' s=.o1 { EL= 26.7 { + m 14" INVERT INVERT INVERT -vvv (EX SINVET) INVERT 1 MIN. ADD EL= 31.4 EL= 26.6' 6" SUMP EL=26.42' 8" 12" 4 GAS 1 IEL= 25.7 BAFFLE 6" BASE OF MECHANICALLY } COMPACTED SAND PROP. DB3 32.0' DISTRIBUTION 24-QUICK 4 STANDARD INFILTRATORS BOX W T B » / EXISTING (34• W X 48 L X 12 H) EACH Z. M 1 ,000 GALLON TANK SOIL ABSORBTION (TRENCH FORMATION) �^ (TO REMAIN) s SYSTEM (S.A.S.) 8.5' X 32' ui I CERTIFY THAT I AM CURRENTLY APPROVED BY, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT BOTTOM OF TH #1 ELEV.= 18.4' 11 SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED (NO GROUND WATER) BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE GENERAL NOTES DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ARE ACCURATE AND IN ACCORDANCE WITH 310 .CMR 15.100 THROUGH 15.107. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. DESIGN DATA: 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING EDWARD A. STONE, CERTIFIED SOIL EVALUATOR ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 3 B 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE " NUMBER OF BEDROOMS.........-- 2 ��ED. DESIGN-- CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE GARBAGE DISPOSAL.................-- NO UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY TEST PIT RESULTS: P #12749 TOTAL ESTIMATED FLOW MUST WITHSTAND H-20 LOADING. _ 330 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION SOIL TEST DATE: NOVEMBER M, 2009 (110 GAL./BR./DAY X 3 BR.) OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 330GPD X 200% = 660 GAL 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE B.O.H. AGENT: DAVID W. STANTON, R.S. USE EXIST. 1000 GAL. TANK OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. INSTALL: 6. FINISH GRADE SHALL HAVE A MINIMUM of 2% GRADE SOIL EVALUATOR: EDWARD A. STONE OVER THE S.A.S. AND DISTRIBUTION BOX. 24 QUICK4 STANDARD INFILTRATORS (34"W X 481 X 12"H) 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF TH 1 EL.= 30.4 PERC C�? 66"BOTTOM<2 MPI AND BACKFILL WITH CLEAN SAND FILL PER 310 CMR 15.255 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6' ABOVE # ( ) THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND SOIL CLASSIFICATION................ LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR NN/A OTHER 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2g,07 0"-16" FILL - ______ DESIGN PERCOLATION RATE..... <2 MJ[yIN. 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT EFFLUENT LOADING RATE.........-_74 ELEVATION OF THE OUTLET PIPE. 28.57 16"-22" IDEA LOAMY SAND 10YR5/1 ----- REQUIRED LEACHING CAPACITY.....330 GAIDAY 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. ----- 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS 26.9 22"-42" B LOAMY SAND ' 10YR6/6 ---- LEACHING CAPACITY PROVIDED.....335 GA DAY BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 19.9 42"-126" C1 COARSE SAND 10YR6/410% GRAV 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND (3) ROWS OF (8)INFILTRATORS X 4.72 S.F./L.F. FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL 18.4. 126"-144" C2 MEDIUM SAND 2.5Y7/4 ----- 96 L.F. X 4.72 S.F./L.F.= 453 S.F. BE LEVEL. NO GROUNDWATER NO MOTTLES 453 S.F. X .74 GPD./S.F.= 335 GPD 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. TH#2 EL.= 30.4 335 GPD PROVIDED - 330 GPD REQUIRED = 5 GPD RESERVE ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER `TH OF y�q CONSTRUCTION NOTES: 28.04 0"-24" FILL ---- N/A ------ OF/�.�yss9c � ss SEPTIC SYSTEM DETAIL PAGE 28.07 24"-28" OEA LOAMY SAND 10YR5/1 N/A ------ m`' EDWARD tiG �`� D I % AS BUILT 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND J' m 171 OLD CRAIGVILLE ROAD ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 26.76 28"-44" B LOAMY SAND 10YR6/6 N/A ----- (o A. �+, F H 1 # WORK ON THE SITE. STONE c HYANNIS, MA. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 19.9 44"-126" Cl COARSE SAND 10YR6/4 N/A 10% GRAV N 11 �` No. 28980 WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 118.4 1 126"-144" C2 MEDIUM SAND 12.51 N/A -----. l G ST s cisrER 40DECEMBER 8, 2009 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NO GROUNDWATER NO MOTTLES /O L 6J 4 NIT RI 3., ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS. Z SHEET 2 OF 2 J# 1207A