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Home My WebLink AboutSoil Testing Results - 101 ROCKY BROOK ROAD 2/27/1997 t ,40RT , 9 41 0 O BOARD OF HEALTH a i ar "A 14,6 AINS ET TEL. 688-9540 M I i� NORTH ANDOVER, MASS. 01845 SgCMUS� APPLICATION FOR SOIL TESTS DATE: LOCATI OF SOIL TESTS: Assessor's map & parcel number: OWNER: , � TEL. s ADDRESS: ✓ �." .. �.. ,,, . rya ' r,/ ENGINEER: f = - ' w "�^"�� .. itf �, "1 �d^, TEL. NO.: �" g 5 CERTIFIED SOIL EVALUATOR: 9r N Intended use of land: residential subdivisipn, single family home, commercial THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) 2. Plot plan 3. Fee of $175.00 per lot for new construction. This covers the two deep holes and two percolation tests required for each lot. Fee of $75.00 per lot for repairs or upgrades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Town of North Andover, Massachusetts Form No. 1 NORTIy BOARD OF HEALTH } O __i' F v2.� ••1t . 70 APPLICATION FOR SITE TESTING/INSPECTION 7 A0 RATED PPP �SSACHUS�� Applicant ° -� NAME ADDRESS TELEPHONE Site LocationT Engineers NAME ADDRESS TELEPHONE Test/Inspection Date and Time j °' 1 q CO-) 9"60 �� l� ��.j" CHAIR AN, BOARD OF HEALTH Fee-1 25 Test No. S.S. Permit No. lb82)D.W.C. No. C.C. Date Plbg. Permit No. FEB-18-1997 15:22 THOMAS E. NEVE ASSOC. pin ASS February 18, 1997 Ms. Sandy Starr Board of Health 146 Main Street North Andover,MA 01845 Re- Lots 1 & 3 Rocky Brook Estates Phase II Lot 14a Rocky Brook Road(Phase I) Dear Sandy: On April 1 & 2, 1996 you witnessed soil testing for various lots at the Rocky Brook Phase 11 subdivision and you determined at that time that the percolation tests done on Lots 1 & 3 would need overnight soaks. -We also need to gQWp t said loti g on Lot 14a Rocky Brook Road due to a ohan atl the a is � 4 Ane, and also we are going to try to minimize the the r6aArm ---- Dl.�era.cr{vwt►'rt:�4jst• �t�ctc at `rIIU� prliwat rnrt __ of-sam if yjm should a ' oe: Very troly yours, THOMAS E.NEVE ASSOCIATES, INC. Kathy Molina Personal Assistant ri330&0684BxEEN•wps ® LAND SURVEYORS • - LAND USE PLANNERS • ® ENGINEERS• Topsfield, MA 01983 447 Old Roston Road U.S. Route 1#1 FAX (508) 887.3480 (508)887-8586 FEB-18-1997 15:22 THOMAS E. NEVE ASSOC. P.04 I r /. !lu-• ' Lfo /00 t1 RJ' -Al - R40 R39 Nydr�c,, R35 1 •..,-25 No C { Z •" '- •tea.' ! Q+ v {Qr t \ loo 1oo_/ { 0 ,R4 w r JL q `. i R44 �� ` P 1-2 `e r e 1 ` / ,R45 ' -<. a a C. Ledge I 1 - a_.- - x �g5^3 - 124------- \ p b - -- -- I- \e-_ � - _� ,� �_ ' _ - P•�,Y _ r--ale► -�{ .' Par rL! � e R48"-,- • - - -- 1®1 ¢r + 1 1 1 1 I � ` 1 I � , ' , r Y' ®`� ®P d It Ir 11 � � ♦ ,r1 869 ,® .q; I - r r 1 1 - FEB-18-1997 15:23 THOMAS E. NEOE ASSOC. P.05 I 0 p ti i t�- f / 03 A 1 � I 1 ♦ , J# lee oeo Road 1 1100, 0, op 1 1 „® ♦ a® e +� 4f ' If I II ♦®r i�"� r O (ate { { { A O a� t `� {6 �� `® a°♦ `� `A0 ® X41 ` � � ,� / A` `� °`® `` A� A♦ `®� �r� � �°off`` ; '� { `�� `, `, `•� � 4 e FEB-18-1997 15:24 THOMAS E. NEVE ASSOC. P.06 611 !8,`� ter• �,• , �® I P{��PoS�.D 4..ti® � ;•• O ® o� 1 �J'�p'�1� Ate' b ,••}9ROPOSEI3 L.�A�.Y �� , GVaod � �O��f `° ®^� • `CirK'�fdGfai SYST�T� Ls. 16 V t `, �� 1• 1a 1®�1 'F AND �•�. t1 A�P ° ` � "f . Lc�-1- DRA►i a 1/1 Am V3 1(6 So � ®,E. S� TIC � ••v�rt•r' \ � .. f• A Q { 14 A! A4& PA4 t � � •� �� j t: s AZ � El . ..... fwl% !AA') � ® n � sr re FORM I I SOIL EVALUATOR FORM Page I. of ) No. Date: June 27, 1997 Commonwealth of Massachusetts North Andover, Massachusetts Soil Suitabilitv Assessment for On-site Sewage DisDT osal Performed By: Steven D'Urso, RS Date: June 19, 1997 Witnessed.By: Sandra Starr, RS Location Address or Rocky Brook Estates,Phase II, Owner's Name Stephen Breen,Ogunquit Homes,Inc. North Andover,MA 01845 Lot-9 1-4 J3 Address and 770 Boxford Street,No.Andover,MA 01845 Telephone# (508)685-6028 New Construction X❑ Repair Office Review Published Soil Survey Available: No Yes Year Published 1981 Publication Scale 1"=1667 Soil Map Unit Canton Drainage Class WD Soil Limitations None Surficial Geologic Report Available: No Q Yes Year Published Publication Scale Geologic Material(Map Unit) Landform Esker Flood Insurance Rate Map: Above 500 year flood boundary No Yes X Within 500 year flood boundary No x Yes Within 100 year flood boundary No X Yes Wetland Area: National Wetland Inventory Map(map unit) Wetlands Conservancy Program Map(map unit) Current Water Resource Conditions(USGS): Month Range: Above Normal Normal Below Normal Other References Reviewed: DEP APPROVED FORM-12107!95 soileval.sam FORM 11 -SOIL EVALUATOR FORM Page 2 of'j Location Address or Lot No. Rocky Brook, Phase II, North Andover- Ogunquite Homes, Inc. File#684 On - Site Review Deep Hole Number OP'l Date 6/19/97 Time Weather Location(identify on site plan) Land Use Woods Slope(%) A Surface Stones No Vegetation Oak,Pine,Maple Landfotm Moraine Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage way >100 feet Possible Wet Area >100 feet Property Line 20 feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG* OP 997-1 Soil Color Soil Other Depth from Soil Horizon Soil Texture (Structure,Stones,Boulders, Surface(Inches) (USDA) (Munsell) Mottling Consistency, Gravel) 011-511 A FSL 10YR 3/2 5"-30" Bw ST FSL IOYR 4/6 30"-120" C ST SL 2.5Y 5/4-4/4 >15% Cobbs, BLDS & GRV MFRI STD Water 120" Weep 108" REDOX 24" *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Till Depth to Bedrock: None pe�th to Groundwater_Standing Water in the Hole: Weeping from Pit Face: 108" Estimated Seasonal High Ground Water: 24" DEP APPROVED FORM-12107/95 <. !.. FORM I I - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Rocky Brook Estates, Phase II,No. Andover -Ogunquit Homes, Inc. File 4 684 On - Site Review Deep Hole Number OP 997-3 Date 6/19/97 Time Weather Location(identify on site plan) Land Use Woods Slope% A Surface Stones No Vegetation Oak,Pine,Maple Landform Moraine Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage way >100 feet Possible Wet Area >100 feet Property Line 20 feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG* OP #97-3 Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface(Inches) (USDA) (Munsel) (Structure,Stones,Boulders„ Consistency,% Gravel) 011-611 A 611-3611 Bw ST FSL IOYR 4/6 361t-9611 C ST S Loam 2.5Y 5/4 -4/4 3011 REDOX 7211 Weep •MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic): Till Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 72" Estimated Seasonal High Ground Water: 36" DEP APPROVED FORM-12/07t95 soilev2sam FORNt 11 -SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Rocky Brook Estates, Phase II,No. Andover- Ogunquit Homes, Inc. File 9 684 On Site Review Deep Hole Number OP 997-4 Date 6/19/97 Time Weather Location(identify on site plan) Land Use Woods Slope% A Surface No Vegetation Oak,Pine,Maple Landform Moraine Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage Way >100 feet Possible Wet Area >100 feet Property Line 20 feet Drinking Water Well NIA feet Other DEEP OBSERVATION HOLE LOG* OP #97-4 Soil Other Depth from Soil Horizon Soil Texture Soil Color Mottling (Structure,Stones,Boulders, Surface(Inches) (USDA) (Munsell) >; Consistency,%Gravel) 0"-5" A 5"-38" Bw ST FSL IOYR 4/6 38"-104" C ST S Loam 2.5Y 5/4-4/4 REDOX 40" Weep 96" STD Water 100" MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA eolo is Till Depth to Bedrock: Parent Material(Q� g )� Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 96" Estimated Seasonal High Ground Water: 40" 1011N2 sam DEP APPROVED FORM-12/07/95 '....... FORM 11 -SOIL EVALUATOR FORIv1 Page 3 of 3 Location Address or Lot No. Rocky Brook Estates, Phase II,No. Andover- Ogunquit Homes, Inc. File 4684 Determination for Seasonal High Water Table Method Used: aDepth observed standing in observation hole inches Depth weeping from side of observation hole inches aDepth to soil mottles inches aGround water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Depth of Naturallv Occurring Pervious Material Too Wet to conduct Soil Profile Analysis. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occuring pervious material? See Individual Logs Certification I certify that on 11/94 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 training, expertise and experience described in 310 CMR 15.017. Signature Date June 27, 1997 DEP APPROVED FORM•19101195 soileval.sam FORM 1Z-PERCOLATION TEST Location Address or Lot No_ L o -r 1 4 6 COMMONWEALTH OF MASSACHUSETTS Andover Massachusetts Percolation.Test*- Date:: Timer Observation Hole# Perc ► @ 58" Pe.cc. 4 @ 5E Depth of Perc. Start Pre-soak t. 04 P M Z 1 PM End Pre-soak 1 , ZZ 3 a- Time- at 12" 1,ZZ. Time. at 9' t' 41 Z•S-7 Time at 6 Z ZS 1 3, Z-7 Time. (9"-6") 3e N11N 3o M 1 N Rate Min./Inch IBM/ 1 1 o M I *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Elsite Failed Performed By: S Witnessed By: Samoa Star Comments: DEP APPROVED FORM-12/07/95 pft'aMSAM li CA I , } JV :.. . y 1 ti Q .C� I 1 Jam/ h - _ C 1 YYY r h i Sol I, i ✓/ �y ,,,-, . , ., � ,, �„ ..r. ter �. .,..��, yk' d r yn �n ro � ll w� `/4 1 XI u / - g, ,,; „,,:w d / " W„✓r,�,, r�r,�, „'��!,� 11�,�Jlya,u�a ,iii/ ,;d, w ! ��;,twyi r j.n nn v,,ri., ,W�� y�il� i . i ,/„ l r�lnifir+ ris'm'wJ. ' } 2 ,.may•2 ��yi'?� ��'�+3�r �4 f 9 �A aim d ov- 3 WS yon TIMOR T 00 — — d d to taA" i S L o I � _ Gypsum RM to - - #, I 3 � I '4. w.. MOVIE, ✓z xt FORM. 11 - SOIL EVALUATOR FORM PAGE I of No. 550-14A Date: 11/6/96 Commonwealth of Massachusetts North Andover,Massachusetts Soil Suitability Assessinent far On-site Sewa;�e Z)rsnosucl Performed By: Steven J. D'Urso Date: 4/1/96 Witnesses By: Sandra Starr Location Address or Lot# Owners Nanxe Address,and Telq&ne# Lot 14A - Rocky Brook Road Ogunquit Homes, Inc 345 Stevens Street No Andover,MA 01845 New Constniction, X Repair, (508) 685-6028 Office Review Published Soil Survey Available: No Yes X Year Published: 1981 Publication Scale: 1" =1320' Soil Map unit:Crc (Carlton) Drainage Class: Well Drained Soil.Limitations: Moderate (slope, large stones) Su-ficial Geologic Report Available: No X Yes Year Published: Publication Scale: Geologic Material(Map Unit): Landform: Ground Moraine Flood Insurance Rate Map: Above 500 year flood boundary: No Yes X Within 500 year flood boundary: No X Yes Within 100 year flood boundary: No X Yes Wetland Area: National Wetland Inventory Map(Map Unlit): Wetlands Conservancy Program Map(Map Unit): Current.Water Resource Conditions(USES):Month Range: Above Normal: Normal: X Below Normal: Other References Reviewed: DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 14A- Rocky Brook Road On-site Review Deep Hole Number: 96-5 Date: 4/1/96 Time: AM Weather: Fair Location(identify on site plan) See sanitary disposal system design Land Use: Residential Slope(%)8-15 Surface Stones Vegetation: Wooded Landform: Ground Moraine Position on landscape(sketch on the back) See sanitary disposal system design (locus map) Distances from: Open Water Body 120+/- It Drainage way N/A ft Possible Wet Area 120+/- It Property Line 95+/-ft(from left lot line) Dunking Water Well N/A ft Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders,Consistency,%Gravel) 011 - 411 A F/S/L 10YR None '.. 2/1 411 - 3611 B US 7.5YR Medium, Weeping @ 28" 2.5/3 36" - 84" C S and L 10YR Stratified, Silt Loam to Coarse Sand, 4/6 Some cementation, Obs Water @ 62" * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic): Glacial till, basal Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: 62" Weeping from Pit Face: 28" Estimated Seasonal High Water: 28" DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 14A-Rocky Brook Road Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole 62 inches Depth weeping from side of observation hole 28 inches Depth to soil mottles inches Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Depth 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? Yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on (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 training, expertise and experience described in 310 CMR 15.017. Signature ( // w � Date DEP APPROVED FORM-12/07/95 {.V},Y.?n •E li xa'wl.-'�W il'. ' a +-,� }s`•` `'n` st l w i IM 19,3 - - i , y - fVG-D. :5 � i1i I f `rN�f I _